Next Article in Journal
Energy Mix Optimization for Yard Trucks in Container Ports Under Low-Carbon Constraints
Next Article in Special Issue
Biophilic Materials and Systems as a Potential for Architectural Adaptation to Climate Change—An Analysis of Environmental Mechanisms
Previous Article in Journal
Balancing Efficiency and Spatial Equity in Sustainable Electric Vehicle Charging Infrastructure: A GIS-MCDA and Machine Learning Suitability Framework for Türkiye
Previous Article in Special Issue
Evaluating the Integration of Bio-based Waste into Cement Production: A Pathway to Sustainable Building
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Sustainable Renovation Assessment of Historic and Contemporary Railway Stations: A Comparative Analysis of Sivas Train Stations

1
Department of Design, Sivas Cumhuriyet University, 58140 Sivas, Türkiye
2
Department of Architecture, Eskisehir Technical University, 26555 Eskisehir, Türkiye
*
Author to whom correspondence should be addressed.
Sustainability 2026, 18(16), 8303; https://doi.org/10.3390/su18168303
Submission received: 30 June 2026 / Revised: 26 July 2026 / Accepted: 30 July 2026 / Published: 13 August 2026

Abstract

Buildings have significant impacts on the environment throughout their life cycle in terms of energy and water consumption, material usage, and waste generation. This study aims to evaluate the Sivas Train Station and Sivas High-Speed Train Station buildings, which were constructed in different periods and with different construction techniques, within the scope of sustainable renovation. In the study, the literature on sustainable architecture and building renovation approaches was reviewed; field observations, archival documents, interviews, and on-site measurements of temperature, thermal transmittance, and lighting were utilized. The buildings were compared based on criteria such as energy and water efficiency, material selection, and waste management. The findings indicate that the lack of insulation, old joinery, and absence of windbreaks in the Sivas Train Station, as well as the extensive glass surfaces, high user traffic, entrance layout, and operational issues with technical systems in the High-Speed Train Station, lead to energy losses. The lack of independent monitoring of water consumption in both buildings, the absence of systems for using rainwater, snow and graywater, and the inadequacy of waste separation practices have been identified as significant deficiencies. As a result of the study, different renovation strategies were proposed, preserving the original values of the historical structure and adapting the new structure to real usage conditions. It was concluded that sustainable renovation should be considered a continuous and holistic process that includes not only physical interventions but also building management, user training, regular monitoring, inspection, and certification.

1. Introduction

The concept of sustainability first emerged in relation to sustainable development in the report titled “Our Common Future,” published in 1987 by the World Commission on Environment and Development [1]. Named after the Norwegian diplomat Gro Harlem Brundtland, this report, also known as the Brundtland Report [2], has made the concept of sustainability influential not only in environmental matters but in all areas of life through its publication.
In the Brundtland Report, the concept of sustainable development is defined as “development that meets the needs of the present without compromising the ability of future generations to meet their own needs” [1], underscoring the importance of not overlooking future generations’ needs. In this context, the aim is to create decent living conditions across education, health, industry, production, and consumption within today’s development [3]. In line with these goals that address the health of the planet and social equality, all disciplines have a role to play, and the field of architecture bears significant responsibility.
The profession of architecture is not limited to creating spaces for shelter and daily activities; it extends to influencing our way of life, daily activities, and even ecosystem functions [4]. The evolution of architectural practices, in response to societal demands for more sustainable building forms that address environmental challenges, should be given priority [5]. When the concept of sustainability is considered within the discipline of architecture, it plays a significant role, especially within the Sustainable Development Goals framework. The consumption systems in the construction, life, and demolition processes of buildings indicate that sustainable developments are needed in the field of architecture.
Sustainable architecture refers to a holistic, planned, and strategic structuring that addresses global issues and development-oriented practices alongside existing architectural approaches [6]. Sustainable architecture, taking future generations into account, has adopted the principles of preserving the comfort of living beings, considering physical environmental conditions, being environmentally conscious, using resources efficiently, and prioritizing renewable energy sources [7]. Sustainable architecture, while designing quality living spaces, encompasses global challenges such as environmental issues and climate change, as well as future-oriented efforts like energy efficiency.
Since buildings significantly contribute to greenhouse gas emissions, it is necessary to create a construction environment that reduces environmental impact and addresses environmental issues, not only through esthetic design but also by applying sustainable design principles in the construction sector. Sustainable architectural design aims to create not only functional and beautiful but also environmentally responsible buildings by holistically integrating aesthetic, economic, social, and ecological considerations. The shift toward sustainable buildings is driven not only by environmental concerns but also by economic benefits, such as lower operating costs, increased property values, and enhanced employee productivity [5]. Considering the principles of environmental, economic, and social sustainability, minimizing environmental impacts, conserving natural resources, and improving indoor quality in the design, construction, and life processes involved in architectural practices express the fundamental purpose of sustainable architecture [8]. Sustainable architecture is based on principles such as spatial quality, cultural factors, and economic development, as well as environmental factors such as energy and water efficiency, material selection, waste management, and the preservation of the natural environment.
Traditional architecture refers to a form of building production shaped by geography, available local materials, climate, tradition, and culture, where knowledge is passed down from generation to generation [9]. The sustainable nature of traditional buildings is not limited to material and energy efficiency but also encompasses mass design, climatic adaptation, openings, solar orientation, spatial planning, and user comfort [10]. In the adaptation of buildings to climate change, it is observed that the relevant considerations, passive design principles, solutions sensitive to local environmental conditions, and challenges are similar to those of traditional buildings [11]. Therefore, in the sustainable renovation of existing buildings, the exemplary qualities of traditional structures and the knowledge gained from traditional building technologies should be evaluated. In this context, the study focuses on the practices to be followed in the concepts of energy, water, materials, and waste in the renovation applications of two different buildings, one new and one heritage, that constitute the scope of the work (Figure 1).
Energy refers to the capacity of a system to perform work [12]. Energy, which is used across many sectors today, is an indispensable part of modern life. The demand for energy, which has become an important tool for gaining a competitive advantage worldwide, is increasing every day. In response to growing demand, new energy production strategies are being developed to prevent depletion of energy resources. Ensuring energy efficiency is one such strategy. Efficiency is the optimal use of resources and the avoidance of waste in the production of products. Energy also has a life cycle that includes production, transmission, and consumption [13]. Energy efficiency means being conscious of energy use resulting from these processes. The efficient use of energy plays an important role in sustainable development, as it reduces resource consumption and environmental damage.
The production, transmission, and consumption stages of energy lead to various environmental issues. The majority of energy is derived from fossil fuels, which are limited [12], making it necessary to use energy efficiently and to develop new energy production methods. One of the Sustainable Development Goals, Affordable and Clean Energy (07), aims to reduce energy consumption from fossil fuels and to develop clean energy production systems [14]. In addition to ensuring energy efficiency, moving away from depleting energy sources and toward sustainable energy sources for the energy needed is also an important step for energy conservation.
In industrialized countries, buildings account for 40% of total energy consumption, primarily for heating and cooling, and most of this energy is wasted due to inefficiencies in construction projects that are poorly adapted to local environments, climates, or realities [15]. Cities, being responsible for 67% of global energy demand and 70% of greenhouse gas emissions, significantly contribute to climate change [16]. Given that by 2050, 68% of the world’s population will live in cities, the construction sector plays a crucial role in energy efficiency [17]. Architecture aims to provide effective solutions for environmental, social, cultural, and economic sustainability, minimizing the environmental damage buildings cause while creating high-quality spaces.
With the increasing demand for energy every passing day, it has become a significant source of concern worldwide. The access to and use of energy have created differences between countries [18]. The possibility of the depletion of non-renewable energy sources, which are heavily relied on to meet increasing energy demand, has necessitated the development of new energy production and consumption strategies [19]. Ensuring energy efficiency and reducing our consumption are among these strategies. In this context, the aim is to regulate energy use in buildings, which account for a significant share of total energy consumption.
Water, being irreplaceable, is the most important natural resource and is under threat as demand continues to rise, even as freshwater ecosystems and existing water resources are limited. The main reasons for the increase in water demand are the growing urban population, changing living conditions, and water pollution [20]. In the World Water Development Report published by the United Nations in 2023, it is stated that due to population growth and trends in demand, there will be a 20–30% increase in water demand by 2050, while global water resources will decrease and severe water shortages will occur [21]. Within the framework of sustainable development, goals have been set to ensure accessible waste services and sustainable water management for everyone under the Clean Water and Sanitation (06) [14] objective. Solutions are being developed to use water efficiently and to harness rainfall. Being aware of the dangers of natural resource depletion and using water efficiently constitutes the first step in water conservation. Additionally, wastewater from showers, kitchens, dishwashing, laundries, bathtubs, sinks, and gardening, known as graywater, is treated and reused to address the issue of water scarcity [22]. Water meters used in buildings for water conservation have been calculating users’ water consumption from the past to the present [23]. The control of meters that monitor water consumption also constitutes another efficiency measure to prevent water leaks and detect negative consumption outcomes.
The selection of materials in buildings affects the conservation of natural resources and the reduction in energy consumption. In this context, it contributes to the environmental impacts of buildings. Seo, Kim, Hong, & Kim [24] state that CO2 emissions during the material production phase account for 93.4% of total CO2 emissions. Ahmed, Abdel-Hamid, El-Razik, & El-Dash [25] emphasize the importance of selecting sustainable materials early in the construction process to reduce the impact of buildings’ life cycles. Using eco-friendly and sustainable building materials is one of the best ways to reduce the environmental impact of buildings [26]. Within the scope of sustainable architecture, priority is given to materials from sustainable sources, recycled materials, and locally produced materials.
Within the scope of sustainable architecture, waste management is an important approach that conserves natural resources, reduces waste generation, and minimizes the environmental impacts of buildings. Substances or objects that have been used, are no longer wanted, need to be disposed of, and pose a threat to the environment are referred to as waste [27]. With increased consumption, waste also increases. Waste management includes practices aimed at preventing, reducing, or recovering waste by viewing it as a resource [28]. In the international literature, various strategies and practices related to this topic are discussed. Buildings, especially during construction and demolition, generate significant waste [29]. Therefore, preventing demolition and reconstruction by reusing buildings constitutes a positive approach to waste prevention. During the life cycle of buildings, household waste such as plastic, paper, glass, and metal, as well as urban, industrial, medical, and hazardous waste, is generated [30]. Ugwu, Ozoegwu, Ozor, Agwu, & Mbohwa [31] rank waste management strategies as: prevention and reduction in waste generation; the reuse of recovered waste; the recycling of recyclable materials; composting of organic waste for energy/electricity production; and, finally, disposal.
To achieve sustainability success, it is necessary to establish standards and monitor progress through metrics. In this context, while efficient approaches to energy use are encouraged in some countries, various certifications have been developed to enable the rating of energy efficiency and the auditing of energy based on the practices implemented in buildings [32]. Certification systems ensure the evaluation of the sustainable qualities that buildings should possess, such as environmental friendliness and non-harmfulness, throughout their life cycles.
In the conducted research, the focus is on the steps that need to be taken based on sustainability in terms of energy, water, materials, and waste. Apart from the certification of buildings, the focus is not on making them sustainable in a holistic sense. One of the important practices that can be implemented in the field of architecture within the scope of sustainability is the sustainable renovation of the existing building stock. With sustainable renovation, it is aimed to renew buildings in a way that reduces their energy and water consumption, and to maintain their lives with sustainable qualities in terms of material use and waste management. Although contemporary buildings are expected to perform better due to modern materials and construction technologies, their actual sustainability performance may also be affected by architectural design, operational conditions, and user behavior. Therefore, this study investigates whether a contemporary railway station necessarily demonstrates better sustainability performance than a historic railway station under similar climatic, functional, and locational conditions. There is almost no literature on the adaptive reuse of existing buildings in response to climate change [11]. It is observed that there are limited studies in the literature addressing existing buildings with a holistic approach in line with sustainability principles. In this context, the study aims to develop holistic renovation proposals to minimize the negative environmental impacts of buildings throughout their life cycle and to provide a guiding framework for future research.

2. Materials and Methods

Based on studies on sustainable building renovation, the criteria for sustainable renovation, including energy and water efficiency, material selection, and waste management, are presented in Figure 2. Based on the recommendations obtained from the studies, it is emphasized that applications aimed at these objectives should be developed, renovation strategies and processes should be improved, and these applications should be regularly monitored.
In the research study, the concept of sustainable renovation of buildings is emphasized, aiming to ensure energy and water efficiency, as well as material and waste management. In the study, a literature review was conducted in line with the concepts, and relevant studies were included. By conducting measurements and examinations on sample structures, qualitative and quantitative data were obtained. Based on the data, recommendations were developed to be followed in the renovation of the structures that constitute the field study. Structures providing public services exhibit significant indoor mobility and complex variations in energy consumption. Public buildings have significant potential for energy savings and reduced carbon emissions. By renovating these structures, economic savings can be achieved and the carbon footprint reduced [34]. Public buildings, due to their state ownership, are structures that are more controllable both financially and administratively, and direct intervention is possible, making them important elements in setting an example and motivating the private sector as well [35]. Due to their potential for significant energy consumption and their role as exemplars, public buildings are expected to lead renovation practices. Therefore, the example structures considered within the scope of the study were selected as public buildings. The suggestions developed for the structures within the study’s scope serve as examples for buildings that need to be renewed in the existing building stock, and the aspects that need to be developed within the research’s scope were also addressed. The graph illustrating the method followed in the study can be seen in Figure 3.
Following a review of the literature, analyses of sample structures were carried out in the research article that focused on concepts within the topic’s scope. The two stations were analyzed through a comparative case study approach. Since they are located adjacent to one another, serve the same function, and are exposed to the same climatic conditions, differences in their performance were evaluated in relation to construction period, building envelope characteristics, materials, operational conditions, and user behavior. The qualitative research design approach served as the foundation for the development of the methodological framework. Research on the subject has been used. However, the researcher collected data in the study area using both qualitative and quantitative research methods to obtain information about the structures. Qualitative data about the structures were primarily obtained from public institutions in accordance with official correspondence. Permission was requested for the measurements to be made for quantitative data, and an infrared thermometer was used for temperature values; a Testo 868 Thermal Camera for detecting heat leaks; a Testo 540 Lux Meter for lighting; a Testo 440 dP Air Velocity and Indoor Air Quality device for the flow rate of curtain air conditioners; and a Testo 635-2 U-value set for the thermal transmittance coefficient (U-value). The measurement process conducted in the study was carried out with Genesis International Energy Efficiency Management and Consultancy Services Inc. (Ankara, Türkiye), and measurements were taken using the company’s devices. Measurements were conducted during the daytime and nighttime hours in November, December, and January, with the expectation that outdoor temperatures would be low. The parameter determined for selecting the spaces where measurements were taken in the buildings is their use in common functions. Energy and water consumption data were obtained from the relevant units. The necessary data for the number of users, materials, and waste management of the buildings were obtained through discussions with the relevant units. Recommendations for the sustainable building renovation process and new research in the field were developed as a result of the assessment of the structures that make up the study’s scope.

3. Case Study

The train station structures that form the basis of the study are located in Sivas, Turkey. The city of Sivas has witnessed many civilizations throughout history. Sivas holds a special significance among the cities of the Republic, having been an important point in the nationalization and centralization of the resistance movement in Anatolia at the beginning of the National Struggle, and it hosted the Sivas Congress on 4 September 1919 [36]. Sivas, in the late Middle Ages, was a bustling and significant settlement with great wealth derived from trade, due to its central position on the north–south and east–west trade routes [37]. The city of Sivas is located at an elevation of 1285 m above sea level in the Upper Kızılırmak Section of the Central Anatolia Region, and both natural and human factors have influenced the city’s establishment and development. During the period when trade routes were active, the influx of population from surrounding provinces led to the city’s growth and the accumulation of cultural heritage [38]. As one of the oldest settlements in Anatolia, Sivas has a continental climate, with cold, snowy winters and dry, hot summers. In Sivas, one of the coldest provinces in the country, the average number of snow-covered days between 1970 and 2018 was 17.5–35.3 days [39]. In the early years of the Republic, the construction of highways, railroads, bridges, and tunnels was a primary necessity for building the new Turkey, and the railroads were especially emphasized as a national contribution to modernization, leading to the incorporation of modern styles in design approaches [40]. The Sivas State Railroads Campus is one example of this situation. Therefore, one of the structures that constitute the field study was chosen as the railway structure, which is considered cultural heritage.
Within the scope of sustainable building renovation, the Old Train Station Building and the New High-Speed Train Station Building in Sivas constitute the study area (Figure 4). In the continuation of the study, the buildings will be referred to as the old building (OB) and the new building (NB). The field study’s structures are public buildings. These two structures were chosen for the following reasons.
  • They are located in the same place (side by side).
  • They have the same physical environmental conditions.
  • They are not used for the same functions.
  • They were built in different periods using different techniques.
  • They differ from each other in their historical and new characteristics.
The structures were primarily chosen because they are public buildings and serve as examples. However, they were designated as a field study due to their similarity in function, location, and environmental impacts. Although both buildings share the same primary function as railway stations, they differ in spatial organization, operating hours, occupancy levels, and secondary uses. Therefore, the expression same function refers only to their principal transportation function. Structures differ in terms of consumption and environmental impacts because they were built in different periods using different techniques and materials. These differences have allowed for the development of various proposals for the structures.
Measurements of energy consumption were taken for these two structures, of different quality, which serve the same function. In addition to identifying the necessary measures for energy efficiency, recommendations were also developed for water efficiency, material selection, and waste management in the buildings, in line with current conditions.
Although the first initiatives in the railway sector in our country were made during the late period of the Ottoman Empire, the policy of expanding the railway network nationwide was implemented in the early Republican period. The railway network and railway-related industrial facilities have pioneered the identity formation of cities. Although these facilities carry cultural heritage value due to their effectiveness in interpreting various parameters such as the architecture, technology, construction techniques of their time, and the socio-cultural structure of society, they do not receive the recognition they deserve today [42]. The construction of the building known as the Sivas Train Station began in 1930 with the arrival of the railroad line in Sivas and was completed in 1934 [43]. The train station buildings constructed after 1930 share a simple, symmetrical, flat-roofed, and geometric facade composition, stripped of the elements of the Late Ottoman architectural style commonly seen in later train station buildings [44]. The train station building has undergone numerous renovations to the present day.
In the middle of the long facades of the rectangular plan structure, there are entrance doors leading to the hall. The door on the north facade, facing Istasyon Street, serves as the main entrance, while the door on the south facade provides access to the platforms. The hall floor is the highest space and is illuminated from both entrance facades. Above the entrance doors, window openings also provide illumination.
The OB is constructed of brick, with a footprint of 1100 square meters and a total usable area of 2070 square meters on the ground and first floors. The building has three floors, a basement, a ground floor, and a first floor, with the basement being used for functions such as coal storage and a boiler room. The first floor of the building, which has office spaces and passenger waiting rooms, was designed for accommodation (lodging). Repair activities have been carried out intermittently in the building, but in 2012, a comprehensive renovation was conducted, and the accommodation function was updated to serve as offices [45]. Among the office spaces, those on the first floor are used according to the public institution’s working hours, while the movement control office, ticket counter, and security office on the ground floor, along with the waiting rooms, are used 24 h a day.
The high-speed train (YHT) station structure was built between 2019 and 2023 [46] and is considered a new structure, consisting only of the ground floor (Figure 4). The structure was built using aluminum composite panels and included insulation materials. The usable area is 410 square meters. Next to the waiting room, which constitutes the largest usage area, there is a ticket sales counter, two office spaces, a buffet, and technical areas. The building is used for 12 h between 06:00 and 18:00 in accordance with train schedules. In Figure 5, the floor plans of the OB and the NB, as well as the areas where measurements were taken, are indicated.
To evaluate the current condition of the train station buildings within the scope of the study, energy measurements for heating, cooling, and lighting were first conducted with the assistance of an energy efficiency consultancy. Measurements were taken through on-site observations and data obtained from the TCDD 4th Regional Directorate, revealing the current status of the buildings with respect to energy and water consumption, material selection, and waste management.
Temperature measurements were taken in the buildings using an infrared thermometer during both night and day hours. In both buildings, temperature was measured in waiting rooms, office spaces, ticket sales offices, corridors, and at the entrance/exit doors. During daytime temperature measurements in November with an infrared thermometer, the outdoor temperature in Sivas was 11.1 °C. The indoor temperatures of the entrance halls are 21.1 °C in the OB and 22.1 °C in the NB. When looking at the eaves and windbreak areas of the buildings, the OB has eaves but no windbreak. Therefore, the indoor temperature was measured as 19 °C immediately in front of the door. In the NB, there is no eave, but there is a windbreak, and the entrances and exits are not organized in a cross pattern. The entrance and exit doors are opened consecutively. In this case, the temperature inside the vestibule was 17.7 °C, while just in front of the entrance, it was 19.4 °C.
The heating systems in the buildings and the temperature values measured in the specified areas are shown in Table 1. In the NB, the radiators have been placed on surfaces where heat losses are likely to occur. During the measurement, the average radiator temperature was 33.6 °C, and the curtain air conditioner temperature was 35.9 °C. The curtain air conditioner’s flow rate is 5 m/s. It was observed that the curtain air conditioners do not operate continuously. It was opened for measurement, allowed to stabilize, and the measurement was carried out.
Although it varies with the duration the doors and windows are left open, the average indoor temperature of the Gar Building is 21–22 °C. The average indoor temperature of the YHT Building is approximately 19–20 degrees Celsius. In the YHT Building, during peak train departure hours when passenger volume is high, the automatic doors remain open for extended periods due to high circulation and an insufficient waiting lounge, leading to heat loss in the building. These heat losses reduce the average building temperature, while higher temperatures (26–28 °C) are observed in the office areas due to the fan coil heaters. The comparison of the buildings’ temperatures is shown in Figure 6. The NB, especially during the day, tends to have higher temperatures.
In measurements aimed at detecting heat leaks with a thermal camera, heat leaks were observed in the OB, in the wooden frames, and in small openings. The OB is constructed of brick, with a wall thickness of 50 cm. Since the structure is of monumental quality, insulation could not be applied to its walls. The heat leaks on the surface of the OB are shown in Figure 7. It is observed that the large amounts of light blue color seen on the ground floor are reflections of heat escaping from the window and door openings. The presence of light blue only in the window frames on the first floor, and dark blue in the gaps, explains this situation.
In the NB, although tempered double glass was used and a heat-insulating material was preferred, there are heat leaks on the facade due to the excessive openings, given the climate conditions in Sivas. The wall thickness of the structure, built with a steel load-bearing system, is 25 cm, including the insulation material. The NB’s frames are made of aluminum. The heat leaks in the building shell of the NB are shown in Figure 8. In the NB, heat leaks are particularly observed from the window openings. In the visuals, the red leaks indicate that the windows are open or were recently closed. These user-generated situations also increase energy consumption.
Determining and reducing heat losses is critical to enhancing the energy performance of buildings, and, in this context, measurements of the thermal transmittance coefficient (U-value) are an important indicator of energy efficiency. The U-value is one of the key parameters that determine the thermal transmission resistance of a material or building component. This value, which expresses the amount of heat transfer per square meter (W/m2 K), indicates that the building element is better insulated when it is low [47]. U-values in buildings are determined according to the TS 825 standard, based on the climate zone and building envelope. The recommended U-value requirements for walls, roofs, floors, and windows in buildings vary by climate zone. Turkey is divided into four regions based on climate, and U-value requirements vary across them. For Sivas, located in the fourth region, the U-value requirement for wall elements is 0.40 W/m2 K [47]. However, in heritage buildings, the recommended range for thermal transmittance in uninsulated walls covered with plaster is 1.1 ± 2 W/m2 K [48]. Within the scope of the study, U-value measurements were conducted for 12 h in buildings using the Testo 635 device and Testo Comfort Basic 5.0 software. The average values measured in the buildings are 1.135 W/m2 K in OB and 0.670 W/m2 K in NB. Upon examination of the measured values, it is observed that the U-value in the station buildings exceeds the recommended limits. This situation indicates that the OB, which uses traditional construction technologies and lacks insulation, and the NB, which does not use stone or brick in its wall construction, have high U-values, leading to significant energy losses in the buildings.
The amount of light emitted by a light source per second is defined as luminous flux. Luminous flux is a measure of the perceived power of light. Illumination, on the other hand, refers to the amount of luminous flux falling on a surface, and its unit is lux. To clarify, 1 lux is equal to 1 lumen per square meter [49]. Measurements were taken in both buildings in areas requiring lighting, including the entrance hall and waiting room, office spaces, ticket sales counters, and corridors. Waiting rooms are the spaces where individuals wait for their train before their journey, and the required lighting level is 200 lux [50]. Corridors, although found in buildings with different functions, are generally spaces where natural light cannot be utilized, and lighting is required; it is recommended that the lighting level in corridors be 100 lux. In office spaces, lighting directly affects employees’ performance, sleep patterns, eye health, and overall well-being. While a lighting level of 500 lux is recommended for office spaces, 300 lux has also been found sufficient in some applications [51]. Ticket sales counters among the spaces covered in the study were also evaluated as office spaces.
The indoor lighting level was measured using the Testo 540 Light Meter Lux Meter, and the values are indicated as the average of multiple measurements. During the time when daylight is intense, the brightness value of the OB entrance hall was measured to be in the range of 73–80 Lux. When the hall lights were turned on, the maximum value measured was 133 Lux. The entrance hall is illuminated from two facades. These are the southern and northern facades, where the building’s entrances are located. Natural light is utilized through the entrance doors and the window openings above them. The platform canopy, built alongside the NB, has reduced the lighting at the OB entrance door. Without the lighting system, the lighting level is not ideal during the daytime, and the lux value reaches a maximum of 133 even with all the lights on. It has been determined that lighting is needed. It was also established that the existing lighting systems have been converted to LED and are now energy-efficient. In the building, depending on sunlight, the waiting room can reach values close to 300 lux during sunny, non-cloudy periods, but overall, the lighting level in the space is considered weak.
In measurements taken in OB’s office spaces, the lighting levels were 57 lux in the workspace on the north side (office 1) and 147 lux in the workspace on the south side (office 2). Although the office space’s lighting level, which measured 143 lux at night, is insufficient, these spaces are not used at night. For the office space, with a measured 209 lux at night, the lighting can be increased. At the OB ticket sales booth, the daytime lighting level was 47 lux, while it was 353 lux with the lighting systems on. The measured lux values for the buildings and the locations where measurements were taken are shown in Table 2.
It was determined that LED spotlighting is used as the lighting system for the NB. When the lighting systems were off, the indoor brightness level was 118 lux; when the entire lighting system was on, it was 844 lux. In daily use, it is observed that the spotlights on the entrance and train transition axis are on, and in this case, the value was determined to be 258–280 lux. In the waiting room, night measurements showed that the lighting was 340 lux during normal use and 811 lux when all the lights were on, especially during train departure times. When all the lights are turned on, the lighting provided is more than what is needed.
The NB, due to its architectural design, is well-suited to benefit from daylight through its facade openings. However, the use of externally reflective glass in its windows prevents sufficient daylight from entering the building. In the office spaces of the NB, measurements taken during the day showed a value of 30 lux in the area (office 1). When half of the lighting system was turned on, it measured 417 lux, and when fully turned on, it measured 812 lux. It appears there is excessive lighting in the space. In both office spaces located in the south of the building, the lighting values during the day are similar. In the building, the daytime lighting level at the ticket sales counter is 29 lux, and when the lighting system is turned on, it measures 338 lux. In the night measurements, the ticket sales booth measured 492 lux.
The light levels in the corridors are inadequate in both buildings, with 3 lux in the OB and 5 lux in the NB. In night measurements, it is observed that when the lights are on in the NB, there is excess light. In lighting measurements, considering the usage during daylight, it was determined that lighting is needed and the lighting system is used during daytime hours. The graph comparing the standard lighting values for buildings and spaces is shown in Figure 9.
After the measurements were taken, the energy consumption data for the month in which the measurements were conducted, for both buildings, were obtained from the TCDD IV Regional Directorate. The total building sizes, the number of users, and the total energy consumption (TEP) values are compiled in Table 3. It was observed that electricity consumption data in buildings is not monitored individually, and some meters include consumption from multiple units. The current energy consumption data was obtained from the existing meters. Although the station buildings’ meters are separate from each other, they also cover adjacent or related units, so the data do not fully represent isolated building-level consumption. This limitation was considered when interpreting and comparing the energy performance of the two stations. In buildings, renovations, and energy consumption monitoring for heating and lighting should aim to reduce per capita consumption.
When examining water efficiency characteristics in the buildings, it is observed that sink faucets in the OB wet areas are not sensor-operated, whereas those in the NB are. According to data from the TCDD IV Regional Directorate, the water subscriptions for both buildings are combined, and their water consumption is calculated together. Since the water consumption systems of the buildings are under the same subscription, they cannot be monitored. In addition to monitoring water consumption, systems for the reuse of snow, rainwater, and graywater have not been included. In renovation processes carried out in buildings, especially by providing water collection systems, per capita water consumption rates will decrease.
Due to the climatic conditions in Sivas province, which experience cold, rainy winters, it is necessary to select heat-insulating materials for buildings and to determine wall thicknesses and insulation systems accordingly. When the buildings are evaluated based on the materials they were constructed with, the OB was built with 50 cm thick brick walls. Since the structure is monumental, insulation work could not be carried out. On the roof of the structure, wood and tile materials have been used. The NB, on the other hand, is constructed with a steel supporting system and sandwich panel walls measuring 25 cm in thickness, covered in aluminum. The walls of the structure do not contain high-thermal-capacity materials such as stone or brick; they consist only of insulation and cladding materials. The layers forming the building envelope of the structures are shown in Figure 10. However, openings have been designed on three facades of the NB, and heat-insulated glass material has been used.
Traditional materials have been used in the OB, but because no insulation was used, the building shell’s thermal conductivity is high. The OB’s window frames are made of wood, a renewable material, but heat leaks have been observed, and they need to be maintained or replaced. In the NB, plasterboard walls, rockwool insulation, and a cladding system have been used. While paying attention to climate-appropriate materials and construction techniques in the building envelope of the structures, products used in the spaces during their life cycles should also be selected to minimize environmental impacts and waste.
Within the scope of waste management, Zero Waste Management Systems were established in public institutions in 2017 with the aim of preventing waste, ensuring the efficient use of resources, reducing waste generation, and, if waste is generated, ensuring its separate collection and recovery at the source [52]. In this context, to ensure that waste is collected separately at the source within the buildings, plastic, paper, and glass waste collection bins have been placed in waiting rooms and at the building entrances and exits. When the waste bins are used for their intended purpose, the municipality collects the separated waste, but passenger-driven conscious separation is not achieved.
On the first floor of the OB, which is used as office space, there are no waste bins, but paper waste is collected and recycled [43]. No efforts are being made to prevent waste generation in the buildings. Preventing waste generation, properly using containers for generated waste, on-site waste separation, and managing waste for recycling should be ensured.

4. Findings

In the study, the sustainable qualities of the Sivas Train Station (OB) and Sivas High-Speed Train Station (NB) buildings were examined in detail, including energy measurements, water consumption, material selection, and waste management. When evaluating the findings related to energy efficiency, it is observed that the two buildings experience heat loss for different reasons. In the OB, the lack of insulation, deformations in the wooden joinery, and the absence of a windbreak in the entrance area are the main sources of heat loss. In contrast, the building’s thick brick walls, more limited facade openings, and traditional construction features contribute to a certain degree of stabilization of the indoor temperature. This situation indicates that the energy performance of historical buildings should not be evaluated solely based on current insulation standards; the passive characteristics of the structure, such as original materials, mass, wall thickness, and opening ratios, should also be taken into account.
In the NB, despite the presence of insulated materials and a lower U-value, the wide glass surfaces, the close and sequential positioning of the doors, the prolonged opening of automatic doors during peak passenger movement, and the leaks in the joint details negatively affect energy performance. The findings in this structure indicate that the use of advanced building materials alone does not eliminate design and usage-related issues. Especially in station buildings, the entrance layout, waiting room capacity, and user density should be considered as planning criteria directly related to energy consumption. Although the NB has a much smaller usable area compared to the OB, the higher energy consumption per square meter indicates that the operational performance of new structures may differ from the performance anticipated during the design phase.
The measured U-values also support the difference between the two buildings. The determined values indicate that the new building is in better condition in terms of building envelope; however, both buildings remain above the recommended level for the Sivas climate. However, any interventions made on the historical structure must preserve its cultural heritage value and original materials. Therefore, instead of standard exterior insulation, priority should be given to protection-focused solutions such as repairing joinery, increasing air tightness, and evaluating reversible applications on the roof and suitable interior surfaces. In the new structure, particular attention should be given to improving door–window junctions, windbreak arrangements, curtain air conditioning performance, and automation systems.
Lighting measurements indicate that natural and artificial lighting are not being managed in a balanced manner in either structure. In some sections of the OB, the levels of daylight and artificial lighting remain below the recommended values, while in the NB, the films applied to the glass surfaces reduce the use of natural light, and in some areas, the activation of all fixtures creates an excessive level of brightness. This situation reveals that lighting efficiency is not limited to just the LED conversion. The installation of daylight-sensitive control systems, the division of fixtures into zones, the removal of unnecessary spots, and the redesign of lighting layouts according to work surfaces can reduce energy consumption while also improving visual comfort.
The findings of the study regarding water efficiency indicate that the lack of building-level measurement of consumption in both structures is a significant management deficiency. Monitoring consumption data along with other buildings on the campus makes it difficult to determine the actual water performance of the buildings and to detect possible leaks. The use of sensor-operated faucets at the NB is a positive practice; however, the absence of any system for the reuse of rainwater, snowmelt, and graywater indicates that water efficiency is limited to the selection of armatures. Especially in the Sivas climate, where snowfall is observed, collecting the snow and rainwater that accumulates on roofs and open areas, and using it for reservoirs, cleaning, and landscape irrigation, holds significant potential for savings. In the study, it is recommended to measure the energy and water consumption of both buildings independently, establish technological control systems, and monitor the consumption regularly.
In terms of material selection, the OB’s brick, wood, and other natural or traditional materials hold significant value in terms of local resource use and longevity. In the renovation of the historical building, it is necessary to preserve the existing material as much as possible, repair the damaged elements, and use new materials compatible with the original only in unavoidable situations. Thus, both the cultural value of the structure will be preserved, and the amount of embedded energy and waste caused by the production of new materials will be reduced. The aluminum, composite cladding, and insulation products used in the NB provide certain advantages during the operational process, but they have environmental impacts in terms of production and resource consumption. Therefore, in future maintenance and renovations, not only the initial performance of the materials but also their life cycle, maintenance needs, reparability, and recyclability should be taken into account.
In terms of waste management, although both buildings have waste bins, it was determined that the sorting system is not effectively operated and that the practices aimed at reducing waste generation at the source are limited. Although sending paper waste from the OB for recycling is positive, this practice needs to be extended to all types of waste. It is not enough to simply place waste bins; the bins must be clearly marked and positioned correctly, the collected waste must be transported separately, and the results must be monitored periodically. The findings of the study indicate that the waste sorting and recycling processes in the current system are not being carried out efficiently, and there is no clear application aimed at preventing waste generation. The findings identified in the buildings are presented in Table 4.
Continuing operations within institutional structures with conventional management systems perpetuates their negative environmental impacts. With technological developments, changing living conditions, and the global issues faced today, innovations in management and institutional operations are necessary. The establishment of management units with new objectives, the provision of training to enhance quality in these areas, and the continuation of development should be aimed for.

5. Suggestions

The current status of buildings in terms of energy and water efficiency, material usage, and waste management was examined. Based on the findings, recommendations developed for the sustainable renovation for OB are illustrated in Figure 11. For energy efficiency in the building, the necessary actions to be taken in the physical structure of the building and recommendations to prevent user-related consumption are listed. To ensure the water efficiency of the building, it is necessary to develop systems for water collection, use materials that reduce consumption, and monitor consumption. The traditional structure has been built with local materials, and by repairing the worn parts of the building, energy losses will be prevented. Within the scope of waste management, the steps taken in the building need to be regularly monitored and sensitivity ensured.
The recommendations developed for NB are presented in Figure 12. Due to preventing user-based consumption and efficiency in the building, maintenance of the heating systems is necessary. It is recommended to incorporate renewable systems in the NB to reduce energy consumption. It was observed that local materials were not used in the building, and it is necessary to avoid the use of materials that consume resources. A melting system for snow and ice is present in the structure, and it is recommended to utilize this system for collecting water. Within the scope of waste management, it is necessary to regularly follow the waste separation steps in the building and ensure sensitivity.
The recommendations developed for both buildings are shown in Figure 13. Energy and water consumption in the buildings should be monitored independently from each other, and efforts should be made to reduce consumption. A detailed energy study needs to be conducted throughout the entire campus. It is recommended to develop control mechanisms with technological systems in the buildings to monitor and manage sustainable qualities. It is recommended to provide training on user behavior in buildings to raise awareness among employees and visitors who use the structure.
In the study, a sustainable renovation scenario was developed by integrating multiple sustainable qualities, and application recommendations were presented, particularly regarding energy and water consumption, material selection, and waste management. Among the developed recommendations, the most fundamental is the provision of management systems for buildings. To benefit from and monitor recommendations in building renovation processes, it is necessary to develop a sustainable building renovation process and establish management systems. Regular monitoring and inspections need to be ensured in these systems. Figure 14 outlines the process to follow after identifying the building to be renovated within the scope of the model proposal. It is recommended to include certification processes and training to ensure user participation and awareness within the process.
The inclusion of certification systems in this process and their support for the monitoring and evaluation step are ensured. Certification processes constitute an important step for other structures to serve as examples and incentives, and it is expected that with the widespread awareness of this, they will no longer be seen as a necessity. As a result of the renovation processes, it is necessary to raise user awareness and develop systems to monitor environmental impacts to maintain sustainable qualities.

6. Discussion

Buildings today account for a significant share of energy consumption. Therefore, within the framework of sustainable development, buildings need to be renovated and made energy-efficient to reduce energy consumption. The European Commission report [53] states that the largest share of energy consumption in buildings is for heating and cooling. Ensuring the efficient use of heating and cooling systems requires preventing situations caused by building envelopes or users that lead to heat loss. In addition to energy consumption, it is necessary to prevent environmental damage through concepts of water efficiency, material use, and waste management.
In this study, the Sivas Train Station and the Sivas High-Speed Train Station, which serve the same function, are located within the same campus and climate conditions but differ in period, construction technique, and material properties and were compared within the scope of sustainable renovation. The findings indicate that a building being new does not alone guarantee low energy and resource consumption; sustainable performance depends on the combined evaluation of the building envelope, spatial organization, technical systems, usage intensity, and user behaviors. This result indicates that sustainable building renovation should not be considered merely a technical process consisting of physical interventions but rather a holistic approach that includes usage and management dimensions. Therefore, it highlights the need to develop sustainable renovation strategies tailored to the unique design, material, usage, and management conditions of each building.
In the Historical Train Station Building, the lack of insulation, old joinery, and absence of windbreaks cause significant energy losses, while thick walls, limited openings, and traditional materials provide certain passive advantages to the structure. Renovations carried out on this structure should include solutions that preserve its cultural heritage value, involve minimal intervention with original materials, and be reversible in nature. Repairing the joinery, increasing air tightness, improving the entrance area, and evaluating insulation applications that do not damage the structure are priority interventions.
The High-Speed Train Station, despite having better building envelope values, shows high consumption due to wide spans, inadequate entrance layout, doors being left open for long periods during peak hours, some technical systems operating inefficiently, and excessive use of artificial lighting. This result shows that sustainability in new buildings should not be limited to the technical specifications anticipated during the design phase but should be measured and verified under actual usage conditions. Reorganizing the windbreak and entry–exit organization, balancing the heating systems, improving door and window joints, controlling daylight, and using renewable energy systems will enhance the building’s performance.
In both buildings, energy and water consumption should be monitored with separate meters, regular energy audits should be conducted, and consumption data should be evaluated through the building management system. Collecting rain and snowmelt, promoting water-efficient fixtures, and evaluating the use of graywater under appropriate conditions will reduce freshwater consumption. In material interventions, the preservation of existing elements, the selection of local and low-environmental impact products, and the consideration of reuse and recycling opportunities should be the fundamental approach. In waste management, it is necessary to activate the separated collection system, record the quantities of waste, and reduce waste generation at the source.
The results obtained also reveal that user behavior is a determining factor in the success of sustainable renovation. Leaving windows open unnecessarily, keeping doors open for long periods due to high traffic, operating heating systems beyond need, and uncontrolled use of lighting reduce the gains that can be achieved from technical improvements. Therefore, information campaigns should be conducted for employees, operational staff, and passengers; consumption data should be made visible, and a building management system defining responsibilities should be established. When technical interventions, training, and continuous supervision are not supported, it becomes difficult for the energy and resource savings achieved to be permanent.
The study is important in that it evaluates the dimensions of energy, water, materials, and waste within the same framework in the context of sustainable renovation. However, the fact that the research is based on field measurements conducted at specific periods and two public buildings creates some limitations. Seasonal changes in indoor and outdoor conditions, annual user density, energy tariffs, and operational habits should be examined with longer-term measurements. Additionally, the investment cost, payback period, carbon emission reduction potential, and impact on cultural heritage of the proposed applications should be evaluated through separate scenarios. In future studies, comparing pre- and post-renovation consumptions, developing control systems, researching new applications with technological innovations, conducting life cycle assessments, and measuring user satisfaction will strengthen the applicability of the developed model.

7. Conclusions

The contributions of the architecture discipline to the concept of sustainability are embodied in the principles of sustainable architecture. Sustainable architecture aims to conserve natural resources, reduce environmental impacts throughout the building’s life cycle, and provide human-centered spaces. The reuse of buildings provides significant resource and energy savings, and as Elefante [54] noted, the greenest buildings are already existing structures. Renovating existing buildings that already have sustainable features strongly supports the goals of sustainable architecture.
This study has presented a holistic evaluation for sustainable renovation by examining the Old Station Building and New Station Building, which have different periods and construction characteristics, through the lenses of energy and water efficiency, material selection, and waste management. The main finding of the research is that sustainable building performance cannot be explained solely by the age of the structure, the technology used, or the level of insulation. Spatial design, building envelope, operation of technical systems, user density, behavior patterns, and corporate governance processes should be considered together.
The recommendations developed in the study indicate that sustainable renovation is not a one-time application but a continuous management process consisting of stages such as current situation analysis, strategy development, stakeholder engagement, implementation, certification, training, monitoring, and evaluation. In the model proposed in the article, the building management system, regular audits, certification, and user training are defined as the key components of the process.
In conclusion, the implementation of the proposed sustainable renovation strategies for OB and NB will contribute to the reduction in energy and water consumption, the improvement of indoor comfort, and the limitation of environmental impacts caused by materials and waste. Historical and new buildings should not be renovated with the same standard interventions, but rather with methods suitable to their own architectural, technical, and usage characteristics. The support of this approach with measurable results in public buildings can serve as an example for other public structures and train stations. The permanent success of sustainable renovation depends not only on physical interventions but also on user participation, corporate responsibility, and the establishment of continuous monitoring and control mechanisms.

Author Contributions

Conceptualization, S.B. and R.Y.; methodology, S.B.; validation, S.B. and R.Y.; formal analysis, S.B. and R.Y.; investigation, S.B.; resources, S.B.; data curation, S.B. and R.Y.; writing—original draft preparation, S.B.; writing—review and editing, S.B.; visualization, S.B.; supervision, S.B. and R.Y. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

The original contributions presented in this study are included in the article. Further inquiries can be directed to the corresponding author.

Acknowledgments

This article is produced from Sema Balçık’s PhD Dissertation entitled “Modal proposal for sustainable renovation of buildings: Sivas train stations case study”, which was completed in 2026 in the Architecture Programme of Eskisehir Technical University under the supervision of Ruşen Yamaçlı. The authors have reviewed and edited the output and take full responsibility for the content of this publication.

Conflicts of Interest

The authors declare no conflicts of interest.

References

  1. WCED. Our Common Future. 1987. Available online: http://www.un-documents.net/our-common-future.pdf (accessed on 4 March 2025).
  2. Şen, H.; Kaya, A.; Alpaslan, B. Sürdürülebilirlik Üzerine Tarihsel ve Güncel Bir Perspektif. Ekon. Yaklaşım 2018, 29, 1–47. [Google Scholar] [CrossRef] [Scilit]
  3. UN. Resolution Adopted by the General Assembly on 25 September 2015. Available online: https://docs.un.org/en/A/RES/70/1 (accessed on 31 January 2025).
  4. Okeke, F.O.; Okeke, C.A.; Mbamalu, N.N. Building Architectural Design and Fundamental Loading Considerations; Nnamdi Azikiwe University Series III on Sustainable Development; Igwedibia, A.E., Ogbodo, J.A., Mbanuzuru, A.V., Ajator, C.C., Eds.; Nnamdi Azikiwe University: Awka, Nigeria, 2023; pp. 79–89. [Google Scholar]
  5. Mba, E.J.; Okeke, F.O.; Igwe, A.E.; Ozigbo, C.A.; Oforji, P.I.; Ozigbo, I.W. Evolving trends and challenges in sustainable architectural design; a practice perspective. Heliyon 2024, 10, e39400. [Google Scholar] [CrossRef] [Scilit] [PubMed]
  6. Durmuş Arsan, Z. Türkiye’de Sürdürülebilir Mimari. Mimarlık 2008, 340, 21–30. Available online: http://www.mimarlikdergisi.com/index.cfm?sayfa=mimarlik&DergiSayi=290&RecID=1701 (accessed on 2 March 2025).
  7. Beşiroğlu, Ş.; Özmen, E. Sürdürülebilir Mimarlık Kapsamında Ekolojik Bina ve Enerji Etkin Binanın Basit Toplamlı Ağırlıklandırma Yöntemi ile Karşılaştırılması. Tasar. Kuram 2022, 18, 194–205. [Google Scholar] [CrossRef] [Scilit]
  8. Balçık, S.; Yamaçlı, R. Sürdürülebilir Bina Yenileme Yöntemleri Üzerine Bir İnceleme. Online J. Art Des. 2024, 12, 164–178. Available online: https://adjournal.net/articles/123/12312.pdf (accessed on 2 March 2025).
  9. Pardo, J.M.F. Challenges and Current Research Trends for Vernacular Architecture in a Global World: A Literature Review. Buildings 2023, 13, 162. [Google Scholar] [CrossRef] [Scilit]
  10. Chandel, S.S.; Sharma, V.; Marw, B.M. Review of energy efficient features in vernacular architecture for improving indoor thermal comfort conditions. Renew. Sustain. Energy Rev. 2016, 65, 459–477. [Google Scholar] [CrossRef] [Scilit]
  11. Saifudeen, A.; Mani, M. Adaptation of buildings to climate change: An overview. Front. Built Environ. 2024, 10, 1–17. [Google Scholar] [CrossRef] [Scilit]
  12. Nakicenovic, N.; Grübler, A.; Ishitani, H.; Johansson, T.B.; Marland, G.; Moreira, J.R.; Rogner, H.H. Energy primer. In Climate Change 1995: Impacts, Adaptations and Mitigation of Climate Change: Scientific-Technical Analyses; Watson, R.T., Zinyowera, M.C., Moss, R.H., Eds.; Cambridge University Press: Cambridge, UK, 1996; pp. 75–92. [Google Scholar]
  13. Sipahioğlu, Ö. Kentsel Dönüşümde Enerji Verimliliği Fırsatının Değerlendirilmesi. Yalıtım Derg. 2013, 109, 32–38. Available online: https://www.yalitim.net/edergi/18/109/34/ (accessed on 23 March 2025).
  14. Sustainable Development Goals. Available online: https://www.kureselamaclar.org/ (accessed on 11 February 2025).
  15. Souza, E. Butterfly Effect: 4 Principles for Fighting Global Issues Through Architecture. 2020. Available online: https://www.archdaily.com/937363/butterfly-effect-4-principles-for-fighting-global-issues-through-architecture?ad_campaign=special-tag (accessed on 18 February 2025).
  16. Souza, E. How Can We Make Future Megacities Become Smart as Well? 2021. Available online: https://www.archdaily.com/960608/how-can-we-make-future-megacities-become-smart-as-well?ad_campaign=special-tag (accessed on 18 February 2025).
  17. Sharma, A.K. Energy Efficiency and Thermal Comfort in Heritage Buildings. Encycl. Renew. Sustain. Mater. 2020, 4, 58–62. [Google Scholar] [CrossRef] [Scilit]
  18. Demir, M.A.; Yakışık, H. Enerjinin Tarihsel Gelişimi. J. Hum. Soc. Sci. Res. 2024, 13, 1333–1353. [Google Scholar] [CrossRef] [Scilit]
  19. Balçık, S.; Yamaçlı, R. Mimarlık Mirası Yapıların İşlevlendirilmesi ve Enerji Verimliliği. Inonu Univ. J. Art Des. 2022, 12, 29–40. [Google Scholar] [CrossRef] [Scilit]
  20. Ay, H.M.; Güneş Ay, N. Su Verimliliğinde Belediyelerin Uygulamaları ve Konya Büyükşehir Belediyesi Örneği. Bitlis Eren Sos. Araştırmalar Derg. 2024, 2, 97–108. Available online: https://izlik.org/JA76MA89DL (accessed on 3 March 2025).
  21. The United Nations World Water Development Report 2023: Partnerships and Cooperation for Water. 2023. Available online: https://unesdoc.unesco.org/ark:/48223/pf0000384655 (accessed on 3 March 2025).
  22. Dhiman, V.K.; Singh, J.; Kanoungo, A.; Goyal, A.; Singh, Y. Reuse of grey water generated from high rise educational building. Mater. Today Proc. 2022, 69, 372–377. [Google Scholar] [CrossRef] [Scilit]
  23. Menteşe, Y.B.; Özkahraman, M.; Aksoy, B. Merkezi Su Dağıtım ve Tesisat Sistemlerinde Nesnelerin İnterneti Kavramının Otomasyon Amaçlı Uygulanması. Uluslar. Sürdürülebilir Mühendis. VE Teknol. Derg. 2022, 6, 48–57. Available online: https://izlik.org/JA72SL63JX (accessed on 3 March 2025).
  24. Seo, M.S.; Kim, T.; Hong, G.; Kim, H. On-Site Measurements of CO2 Emissions during the Construction Phase of a Building Complex. Energy 2016, 9, 599. [Google Scholar] [CrossRef] [Scilit]
  25. Ahmed, N.; Abdel-Hamid, M.; El-Razik, M.M.A.; El-Dash, K.M. Impact of sustainable design in the construction sector on climate change. Ain Shams Eng. J. 2021, 12, 1375–1383. [Google Scholar] [CrossRef] [Scilit]
  26. Çamuşoğlu, N. 10 Sürdürülebilir Yapı Malzemesi. 2024. Available online: https://www.ekoyapidergisi.org/10-surdurulebilir-yapi-malzemesi (accessed on 4 March 2025).
  27. Akbaş, A.; Çalışkan, Ö. İnşaat Sektöründe Sürdürülebilirlik ve Atık Yönetimi. In Proceedings of the 2nd International Conference on Recent Academic Studies, Konya, Turkey, 19–20 October 2023; pp. 420–426. [Google Scholar]
  28. Tezel, Ö.; Yıldız, E. Sürdürülebilir Atık Yönetimi Uygulamalarında Dünya ve Türkiye Karşılaştırması: Edikab Örneği. Soc. Sci. Res. J. 2020, 9, 35–48. Available online: https://socialsciencesresearchjournal.com/index.php/ssrj/article/view/485 (accessed on 21 March 2025).
  29. Eren, Z.; Şen, B.N. İnşaat ve Yıkıntı Atıklarının Döngüsel Ekonomi Modeline Göre Yönetimi. Uluslar. Gelişim Akad. Derg. 2023, 1, 1–10. Available online: https://izlik.org/JA27FX62PF (accessed on 21 March 2025).
  30. Bilgili, M.Y. Katı Atık Yönetiminde Kullanılan Bazı Kavramlar ve Açıklamaları. Avrasya Terim Derg. 2020, 8, 88–97. [Google Scholar] [CrossRef] [Scilit]
  31. Ugwu, C.O.; Ozoegwu, C.G.; Ozor, P.A.; Agwu, N.; Mbohwa, C. Waste reduction and utilization strategies to improve municipal solid waste management on Nigerian campuses. Fuel Commun. 2021, 9, 100025. [Google Scholar] [CrossRef] [Scilit]
  32. Çillioğlu Karademir, A.; Dağ, A. Sürdürülebilirlik Uygulaması Olarak Yeşil Bina ve LEED Sertifikasyonu Üzerine Türkiye İnşaat Sektöründe Bir Çalışma. Acad. J. Nat. Hum. Sci. 2021, 7, 63–83. Available online: https://izlik.org/JA49ZL76AY (accessed on 22 March 2025).
  33. Balçık, S. Binaların Sürdürülebilir Yenilenmesi Üzerine Model Önerisi: Sivas Tren Garları Alan Çalışması. Ph.D. Thesis, Eskişehir Technical University, Graduate Education Institute, Eskişehir, Turkey, 2026. Available online: https://tez.yok.gov.tr/UlusalTezMerkezi/TezGoster?key=KOgdn9H3uVnWeb15j2W4h8dmNwfY2n9omYwoSwFQ2xmSiKiLL-3Nl6EZBDcS9zWk (accessed on 10 April 2026).
  34. Hu, Y.J.; Huang, H.; Wang, H.; Li, C.; Deng, Y. Exploring cost-effective strategies for emission reduction of public buildings in a life-cycle. Energy Build. 2023, 285, 112927. [Google Scholar] [CrossRef] [Scilit]
  35. Asri, N.E.; Nouira, Y.; Maaroufi, I.; Marfak, A.; Saleh, N.; Mharzi, M. The policy of energy management in public buildings procurements through the study of the process of delegated project management—Case of Morocco. Energy Policy 2022, 165, 112944. [Google Scholar] [CrossRef] [Scilit]
  36. Tamer, A. İrade-i Milliye: Ulusal Mücadelenin İlk Resmi Yayın Organı; Türkiye Sosyal Tarih Araştırma Vakfı Publications: Istanbul, Türkiye, 2004. [Google Scholar]
  37. Keleş, B. Anadolu’da, Kara ve Deniz Yolları Üzerinde Gelişen Bazı Önemli Ticaret Merkezleri (Antalya—Kayseri—Sivas- Sinop ve Samsun). Int. J. Soc. Sci. 2018, 68, 341–354. [Google Scholar] [CrossRef] [Scilit]
  38. Akbulut, G. Sivas Şehri’nin Tarihi Coğrafyası. C.Ü. Sos. Bilim. Derg. 2009, 35, 212–222. Available online: https://izlik.org/JA74WW96DP (accessed on 22 March 2025).
  39. Circi Selçuk, B. Sivas Kenti Açık ve Yeşil Alanlarının İncelenmesi. Master’s Thesis, Institute of Science, Erzurum Atatürk University, Erzurum, Turkey, 2019. [Google Scholar]
  40. Ağraz, G.; Eroğlu, E.; Yıldız, M.E. Modern Kentin Saati: Sivas Cer Atelyesi. Mimarlik 2020, 414, 72–77. Available online: http://www.mimarlikdergisi.com/index.cfm?sayfa=mimarlik&DergiSayi=429&RecID=5090 (accessed on 8 March 2025).
  41. Google Earth. 2024. Available online: https://earth.google.com/web/@39.74008754,37.00488501,1269.15262241a,1899.93976279d,35y,0.00000009h,0.19667948t,0r/data=CgRCAggBMikKJwolCiExeUhZZDBOZ0laRFdiaFBlckpsVWg1MlN2NU0tYWVCUlcgAToDCgEwQgIIAEoICI7lza0FEAE (accessed on 3 March 2025).
  42. Sungur, M. Kaybolma Tehlikesindeki Kültürel Miras: Sivas Demiryolu Yerleşkesindeki Lojmanlar (1930–1956). J. Soc. Sci. 2025, 9, 175–194. [Google Scholar] [CrossRef] [Scilit]
  43. Turkish State Railways (TCDD), 4th Regional Directorate. Records from the Archive of the TCDD 4th Regional Directorate; unpublished archival material; TCDD 4th Regional Directorate: Sivas, Türkiye, 2024.
  44. Tuztaşı, U.; Koç, P. Bir Anadolu Kentinin Modernleşmesi Sivas’ta Cumhuriyetin Mekanları 1930–1980; YEM Publishing: İstanbul, Turkey, 2022. [Google Scholar]
  45. Sivas Regional Board Directorate for the Conservation of Cultural Assets. Sivas Train Station Building Renovation; unpublished archival material; Sivas Regional Board Directorate for the Conservation of Cultural Assets Archive: Sivas, Türkiye, 2024.
  46. Uylaş, H.Ö. Ankara-Sivas Hızlı Treni ilk seferi için yola çıktı. 2023. Available online: https://www.aa.com.tr/tr/ekonomi/ankara-sivas-hizli-treni-ilk-seferi-icin-yola-cikti/2881798 (accessed on 22 March 2025).
  47. Republic of Turkey Ministry of Environment and Urbanization. Bina Sektörü Enerji Verimliliği Teknoloji Atlası. 2021. Available online: https://webdosya.csb.gov.tr/db/meslekihizmetler/icerikler/atlas_ocak_small-20210126120540.pdf (accessed on 25 March 2025).
  48. Barker, P. U-values and traditional buildings: In situ measurements and their comparisons to calculated values. In Historic Scotland Technical Paper 10; Historic Scotland: Edinburgh, UK, 2011. Available online: https://builders.org.uk/wp-content/uploads/2023/02/techpaper10-u-value-measurements.pdf (accessed on 23 July 2025).
  49. Şahin Yaman, İ. Aydınlatma Uygulamalarında Kullanılan Teknik Terimler. 2022. Available online: https://www.emo.org.tr/ekler/8cf658864a2a4d6_ek.pdf?dergi=1284 (accessed on 26 March 2025).
  50. Mnmum Aydınlık Düzeyler. Available online: https://www.metsanlighting.com/uploads/technical/Minimum%20Illuminance%20Levels/en/MetsanMinimumAydinlikSeviyeleri.pdf (accessed on 22 March 2025).
  51. Yılmaz, E. Aydınlatma Uygulamaları (İç Mekan, Dış Mekan ve Özel Aydınlatma Uygulamaları); Özel Ofset Matbaa Ltd.: Ankara, Turkey, 2018. [Google Scholar]
  52. Sıfır Atık Projesi. Available online: https://destek.csb.gov.tr/sifir-atik-projesi-i-99122 (accessed on 4 March 2025).
  53. European Commission. Renovation Wave: Doubling the Renovation Rate to Cut Emissions, Boost Recovery and Reduce Energy Poverty. 2020. Available online: https://ec.europa.eu/commission/presscorner/detail/en/ip_20_1835 (accessed on 26 March 2025).
  54. Elefante, C. The Greenest Building Is…One That Is Already Built. Forum J. 2007, 21, 26–38. [Google Scholar]
Figure 1. Holistic approach to sustainable building renovation.
Figure 1. Holistic approach to sustainable building renovation.
Sustainability 18 08303 g001
Figure 2. Recommendations to be implemented in the sustainable building renovation process (adapted from [33]).
Figure 2. Recommendations to be implemented in the sustainable building renovation process (adapted from [33]).
Sustainability 18 08303 g002
Figure 3. Methodology of the study.
Figure 3. Methodology of the study.
Sustainability 18 08303 g003
Figure 4. The locations of the train stations (utilizing Google Earth [41]), new building (top right) and old building (bottom right).
Figure 4. The locations of the train stations (utilizing Google Earth [41]), new building (top right) and old building (bottom right).
Sustainability 18 08303 g004
Figure 5. OB (a) and NB (b) floor plans and measurement locations (adapted from [33]).
Figure 5. OB (a) and NB (b) floor plans and measurement locations (adapted from [33]).
Sustainability 18 08303 g005
Figure 6. Comparison of temperatures in OB and NB spaces.
Figure 6. Comparison of temperatures in OB and NB spaces.
Sustainability 18 08303 g006
Figure 7. Observation of heat leaks on the front facade of the OB with a thermal camera.
Figure 7. Observation of heat leaks on the front facade of the OB with a thermal camera.
Sustainability 18 08303 g007
Figure 8. Observation of heat leaks on the front facade of the NB with a thermal camera.
Figure 8. Observation of heat leaks on the front facade of the NB with a thermal camera.
Sustainability 18 08303 g008
Figure 9. Comparison of lighting in OB and NB spaces.
Figure 9. Comparison of lighting in OB and NB spaces.
Sustainability 18 08303 g009
Figure 10. The wall materials of the OB (a) and the NB (b).
Figure 10. The wall materials of the OB (a) and the NB (b).
Sustainability 18 08303 g010
Figure 11. Sustainable renovation proposals for the old building.
Figure 11. Sustainable renovation proposals for the old building.
Sustainability 18 08303 g011
Figure 12. Sustainable renovation proposals for the new building.
Figure 12. Sustainable renovation proposals for the new building.
Sustainability 18 08303 g012
Figure 13. Sustainable renovation proposals for both buildings.
Figure 13. Sustainable renovation proposals for both buildings.
Sustainability 18 08303 g013
Figure 14. Proposal model to be followed in sustainable building renovation.
Figure 14. Proposal model to be followed in sustainable building renovation.
Sustainability 18 08303 g014
Table 1. The sizes of the buildings, heating systems, usage durations, and measured temperature values (adapted from [33]).
Table 1. The sizes of the buildings, heating systems, usage durations, and measured temperature values (adapted from [33]).
PlaceArea (m2)Height (m)Heating SystemU-ValueGlazing Area (m2)Number of Users
November 2024 (Day)
Duration of Use Hours/DayTemperature (°C)
Heating
Honeycomb Areac (m2)
Electric Heater/
Fancoil (Piece)
Electric Heater/
Air Curtain (Piece)
DaytimeNight
OBEntrance hall130.49.013.33--1.13570.463012421.117.4
Waiting Room 2111.83.851.8--1.1358.325–10%2424.024.3
Corridor 21.73.850.3--1.13505–10%2418.823.1
Office 1 17.63.850.72--1.1354.162820.924.1
Office 2 20.63.851.8--1.1353.73823.422.4
Office 3 (ticket sales)11.33.850.42--1.135022424.723.4
NBEntrance hall207.03.855.76940.670127.48501222.120.4
Corridor16.04.400.66--0.67005–10%1220.120.8
Office 1 12.13.600.541-0.6703.0211228.820.4
Office 2 21.03.601.081-0.6706.0511224.420.2
Office 3 (ticket sales)8.23.600.421-0.670021226.825.0
Table 2. The sizes of the buildings, lighting systems, usage durations, and measured luxury values (adapted from [33]).
Table 2. The sizes of the buildings, lighting systems, usage durations, and measured luxury values (adapted from [33]).
PlaceArea (m2)Height (m)Glazing Area (m2)Lighting (Piece)Duration of Use Hours/DayLighting (Lüks)
LED Light
(50 × 50 cm)
Spotlight
(Piece)
Fluorescent (Piece)DaytimeNight
OBEntrance hall130.409.0170.46--10247368
Waiting Room 2111.863.858.3216--2418488
Corridor 21.753.8503--243182
Office 1 17.623.854.161--857209
Office 2 20.623.853.7--28147143
Office 3 (ticket sales)11.303.8503--2447314
NBEntrance hall207.094.40127.4-95-12118340
Corridor16.093.600-6-125553
Office 1 12.153.603.024--1230859
Office 2 21.053.606.056--1226540
Office 3 (ticket sales)8.263.6002--1229492
Table 3. The sizes of the buildings, total energy consumption (monthly), and number of users (monthly).
Table 3. The sizes of the buildings, total energy consumption (monthly), and number of users (monthly).
Elektric (kWh)Natural Gas (m3)Total TEPArea (m2)UsersTEP/m2
OB51,526.133.9287.6720709.0290.003
NB61,884.901.3356.4241025.5010.015
Table 4. Findings for sustainable renovation proposals in buildings.
Table 4. Findings for sustainable renovation proposals in buildings.
FindingsOBNB
Energy
  • Heat loss due to the absence of double entry
  • Heat loss from wooden window frames and open windows
  • The windows are not heat-insulated
  • The absence of insulation
  • The U-value is higher than the recommended value
  • Insufficient indoor lighting
  • The platform canopy reduces the light level
  • Heat losses due to the double entry doors being very close to each other, the inability to provide cross-entry and exit, and the large area of the opening on the entrance facade
  • Heat losses due to the area being insufficient during peak train hours, the doors being left open for long periods
  • High temperature values measured in offices because fan coil heaters are used for heating alongside radiator heaters
  • Heat losses due to windows being opened when the temperature exceeds the required level
  • Heat loss due to excessive window and door openings
  • Heat losses in the material joint details
  • Air conditioning units not operating at the correct efficiency
  • The building shell’s U-value being close to the recommended values
  • Architecture suitable for natural lighting
  • Inability to benefit sufficiently from daylight due to the film material used in the windows
  • Excessive lighting provided when all lights are turned on, exceeding the required lux value
Water
  • Measuring water consumption together with other structures
  • Presence of non-sensor faucets in wet areas
  • Absence of systems for collecting rain and snow water, and managing graywater
  • Measuring water consumption together with other structures
  • Presence of sensor faucets in wet areas
  • Absence of systems for collecting rain and snow water, managing graywater
Materials
  • Wall, roof, and window materials are sourced from natural resources.
  • Coating or insulation materials are materials that cause welding consumption in aluminum systems
Waste
  • Presence of waste bins
  • Inefficient waste sorting and recycling
  • Office spaces where paper waste is delivered for recycling
  • Lack of efforts to prevent or reduce waste generation
  • Presence of waste bins
  • Inefficient waste sorting and recycling
  • Lack of efforts to prevent or reduce waste generation
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Balçık, S.; Yamaçlı, R. Sustainable Renovation Assessment of Historic and Contemporary Railway Stations: A Comparative Analysis of Sivas Train Stations. Sustainability 2026, 18, 8303. https://doi.org/10.3390/su18168303

AMA Style

Balçık S, Yamaçlı R. Sustainable Renovation Assessment of Historic and Contemporary Railway Stations: A Comparative Analysis of Sivas Train Stations. Sustainability. 2026; 18(16):8303. https://doi.org/10.3390/su18168303

Chicago/Turabian Style

Balçık, Sema, and Ruşen Yamaçlı. 2026. "Sustainable Renovation Assessment of Historic and Contemporary Railway Stations: A Comparative Analysis of Sivas Train Stations" Sustainability 18, no. 16: 8303. https://doi.org/10.3390/su18168303

APA Style

Balçık, S., & Yamaçlı, R. (2026). Sustainable Renovation Assessment of Historic and Contemporary Railway Stations: A Comparative Analysis of Sivas Train Stations. Sustainability, 18(16), 8303. https://doi.org/10.3390/su18168303

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop