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SustainabilitySustainability
  • Review
  • Open Access

13 October 2022

34 Pages

Green Buildings as a Necessity for Sustainable Environment Development: Dilemmas and Challenges

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and
1
Department of Civil Engineering and Architecture, Faculty of Constructions, Cadaster and Architecture, University of Oradea, 410058 Oradea, Romania
2
Doctoral School, Technical University of Cluj-Napoca, 400114 Cluj-Napoca, Romania
3
Civil, Industrial and Agricultural Constructions Program of Study, Faculty of Constructions, Cadaster and Architecture, University of Oradea, 410058 Oradea, Romania
*
Authors to whom correspondence should be addressed.

Abstract

Sustainable development encompasses numerous development goals and strategies, with green buildings (GBs) being among the implementations of this concept. The development of GBs is a topic of increasing interest due to the massive development of conventional infrastructure that has the major limitation of environmental degradation, a fact also proven by the research of the scientific literature, with publications in the field enhancing in recent times. Even if strategies applying the GBs concept have many advantages, the public acceptance is not so high due to technologies that still need to be optimized, the relatively low return on investment, and the limited dissemination of information about this concept. Therefore, the manuscript provides a comprehensive assessment in a distinctive way of GBs in the context of sustainable development, clarifying notions and principles of application while integrating green materials and circular economy into the general scientific framework provided. Moreover, a score has been proposed which is assigned to the different types of buildings described, based on the assessment of several specific parameters. This paper provides stakeholders, from designers to occupiers, with a coherent overview of the GB concept and its beneficial role for future generations in order to develop this field by increasing the dissemination of scientific information based on a technical-engineering perspective.

1. Introduction

Within the accelerated evolution of the society, and implicitly of economy, the energy shortage and deteriorating environment represent two major concerns of the global population today. Currently, the building industry has become the leading consumer of world energy supplies and of various energy resources such as wood, ores, and so on, and represents the main source of environmental pollution across the globe [1]. In the agreement with the United Nations Environment Program, the total energy use in the construction industry is responsible for approximately 30–40% of the globe’s entire energy consumption [2].
Globally, China has the highest energy consumption, while the consumption attributed to the building industry respond for 38% of the total energy use. These data highlight a grim situation, which clearly points to the fact that transforming and upgrading the construction field is a mandatory next step. The construction sector’s carbon emissions in 2020 reached 11.79 gigatons of carbon dioxide, representing 37% of all carbon emissions worldwide. A total of 17% of them were attributable to residential buildings’ operational carbon emissions [3]. Therefore, it is essential to accelerate the implementation of sustainable development strategies towards carbon neutrality as promptly as possible since the world’s climate continues to worsen. The foundation for examining past emissions and forecasting future pollutants is the development of an emission characterization model based on urban population and urbanization rate, industrial structure, carbon emission factor, energy intensity, economic deficiency, and the gross domestic product per capita [4]. Additionally, the industry is challenged to pinpoint a greener, sustainable, and environmentally friendly solution for future development. Thus, there are pressing needs to explore and establish a sustainable development approach within the construction industry, with the purpose of reshaping the current situation characterized by high environmental pollution and high resource consumption [5].
In 1987, the sustainable development concept was introduced for the first time by Brundtland Commission (WCED, 1987); since then, this term has evolved in accordance with social and economic changes [6]. The emergence of this concept is based on the necessity to correlate human development with the obligation to manage resources as effectively as feasible. It was a crucial moment when the scientific world realized the limited nature of all resources. It evolved into a tool based on the concepts of advancement (socio-economic growth within ecological boundaries), requirements (redistributing resources to provide a high standard of living for all the population), and subsequent generations (potential for long-term resource management to assure the essential level of quality of existence for future generations). The Triple Bottom Line theory, which aims to balance the three components of sustainability (environmental, social, and economic) forms the basis of the concept of sustainable development. Environmental sustainability aims at maintaining the environment’s overall quality. Economic sustainability focuses on preserving the human and natural capital for an improvement in the quality of life. Furthermore, social sustainability intends to highlight the importance of equality and human rights [7]. At present, it has expanded its meaning and it is being used for diversified goals, issues, and by various professions. Throughout this term’s evolution, different meanings were attributed to the concept of sustainable development. Generally, there is an encompassing consensus on the fact that the appropriate environment, economy, and society are the main factors that contribute to sustainable development. However, the sustainable development term remains ambiguous and challenging to comprehend, several features being correlated/attributed to it, as well as to the sustainable building (SB) design (Lombardi, 1999, Ding, 2005) [8,9].
Sustainable development concept was debated in 1992, at the United Nation Conference on Environment and Development, which have taken place at Rio de Janeiro, Brasil [10,11], which was considered as being the very first conference on environmental issues of international impact, and where many world leaders participated, and cooperation for international partnerships and agreements on environmental protection were promoted [12]. The conference led to a series of important conclusions and culminated with the Rio Declaration on Environment and Development, highlighting 27 strategies for achieving sustainable development. Although there have been extensive discussions and deliberations on an international level, the concept of sustainable development remains multi-dimensional, complex, ambiguous, and difficult to comprehend within the exclusive context of environmental issues [8,9].
Numerous economic and social presumptions have changed as a result of the effects of the global economic crisis of 2007. Due to the complexity of sustainable development concepts, the world economy, and the variety of objectives, it became explicit that the typical approach of thinking and operating was not only unsustainable but also harmful to the environment, population, and economy. Thus, their representation was converted into a new, more sustainable form [7]. It is still in research how to define what really constitutes the sustainable development concept, to underline the criteria applicable in the sustainable design, and to accurately achieve sustainable level of performance regarding the building envelope. Thus, it is essential to evaluate the function of a sustainable development approach in sustainable envelope design. This assessment can be performed by examining the effects of sustainable envelope design on general building sustainability.
The green building (GB) concept has grown exponentially as a research topic in recent years as a result of the increasing contradictions between the massive expansion of construction and the degradation of the natural environment [13]. GBs involve the comprehensive management of developing structures and utilizing technologies that are environmentally aware and asset effective over a building’s life cycle, including locations, concept planning, assembly, development, maintenance, restoration, and disassembly [14].
Prior research has shown that GBs can provide significant results, such as promoting the recycling and reutilization of materials, enhancing energy efficiency, enriching the ecological system, implementing sustainable land management, preserving the biosphere, and lowering CO2 emissions and waste products. The continuous cooperation between the government, researchers, technology providers, and consumers, is important for the achievement of a sustainable building infrastructure [15]. Due to insufficient GB highly accurate technology, prolonged investment recovery periods, and poor information dissemination, which are core issues in the sustainable development of GB, GB is not widely and immediately adopted by the general public as a novel form of architecture. Therefore, there is currently potential for additional investigation due to these open gaps [16].
The vast majority of recent analyses provided by the scientific literature are scattered and confined. They frequently merely address a few components of GBs in the context of sustainable development instead of thoroughly and methodically analyzing the issue. Because a significant proportion of relevant research focuses on aspects related to a specific area or nation, the findings lack representation on a multinational scale. In order to gain an in-depth knowledge of the current situation and potential future approaches, the present manuscript comprehensively assesses, from an engineering point of view, the state of GBs as an indispensable tool for the future of sustainable development.
The aim of the present paper was to create a coherent, clear, well-systematized and useful scientific framework, that would serve as a starting point in the field of construction (and all related aspects, such as design, energy, installations, materials, etc.) for researchers, administrative-territorial units, architects, designers, as well as beneficiaries and investors. The idea of this paper took shape in the context of drastic climate change and a growing concern for reducing greenhouse gas emissions and CO2 emissions, with real improvement only made possible through sustainable design. Moreover, starting from the fact that in most publications, GBs are often confused with sustainable buildings (SBs), this paper clearly differentiates GB from other concepts associated with buildings (smart buildings (SBs), passive houses (PHs), nearly zero-emission buildings (NZEB)), in the context of sustainable design. Furthermore, the presented material clarifies and provides an extremely useful database to those in the field of construction, entrepreneurs, property owners, residents of buildings of various types, site managers, manufacturers of building materials, specialists in renewable energy sources, etc. Finally, the design and methodology of this study are based on an assessment of the concepts of sustainable development, GB design, renewable energy sources, GB certification systems, and green materials, by providing a scientific background on these key terms, the legislative framework, and their applicability in a comprehensive and distinctive way.

2. Methodological Approaches

The present manuscript filters and evaluates scientific publications on GBs in the context of sustainable development between 1987 and 2022, based on a comprehensive search and selection of literature on applied engineering concepts and optimal exploitation of renewable resources, with the aim of enhancing the advancement and implementation of sustainable development, green design concepts, and circular economy features. To achieve these goals, large and scientifically validated databases were searched (i.e., ScienceDirect, Google Scholar, Web of Science, SpringerLink, ProQuest, Wiley Online Library, and Nature), applying pre-defined algorithms correlated with the Boolean AND operator. Furthermore, the selected manuscripts were of the article type and written exclusively in English. Figure 1 depicts the PRISMA workflow diagram including sets of items related to the literature selection and evaluation process, in full compliance with the recommendations provided by Page et al. [17]. After evaluation, selection, and revisions of this paper, 149 bibliographic resources validated the scientific information in this manuscript.
Figure 1. Literature selection depicted in a PRISMA 2020 flow diagram.

4. Certification of Green Buildings

There are several types of GB certifications in the world [19,23], of which Table 1 summarizes the most important ones, in chronological order.
Table 1. Certification of GBs.

5. Energy of Green Buildings

5.1. Energy Used in Green Buildings

For minimizing the energy consumption of a building, and ultimately mitigating CO2 emissions through energy conservation, there are core approaches:
  • Design focused on comfort and optimal orientation for harnessing solar energy;
  • Low embodied energy materials used for building’s construction;
  • Energy efficient domestic appliances for conserving the building’s operational energy;
  • Renewable energy technologies integrated within the building [43].
The most sustainable energy practice is maximum energy conservation within the building. Passive solar building design can provide immense support for energy conservation efforts because the energy consumption is directly linked to and influenced by the building design. Constructions having passive solar designs naturally use solar light for no-cost heating/cooling, as well as lighting during daytime. This significantly decreases the energy needs, coming from other sources and maintaining a comfortable indoor living environment. Passive solar design characteristics in line with a wide array of architectural styles, and can be part of the renovation plan of an existing building, so that the building becomes a net zero energy construction [44].
Humanity’s expanding energy demand, together with a constantly increasing number of the population, led to continued use of the well-known, classic energy sources/resources, such as fossil fuels (gas, coal, oil). This situation has turned into a challenge, as it has caused many problems, including increasing greenhouse gas emissions and growing concerns related to the environment, depletion (at an alarming rate) of fossil fuel tanks, military/geopolitical conflicts, and, of course, the continuing fluctuations in fuel prices. These issues are bound to lead to an unsustainable global setting, which in turn, will eventually result in the creation of irreversible threats to the global human society (UNFCC, 2015). Definitively, renewable energy sources represent a superior alternative and the only feasible solution to the aforementioned challenges. In 2012, according to the information provided by the US Energy Information Administration, the renewable energy sources generated 22% of the whole world supply with energy. Such a high percentage would not have been possible a decade ago [45,46,47,48]. In 2014, The International Energy Agency stated that a reliable energy supply can be considered as being essential for all worldwide economies, for ensuring lighting, heating, industrial equipment functionality, transport, etc. Renewable energy sourcing significantly and obviously reduces the greenhouse gases emissions, when evaluated in comparison with the fossil fuels. Evaluating the fact that renewable energy is naturally obtained from the continuous contributions of different types of energy existing in the environment, it can be characterized by sustainability. Furthermore, it should be emphasized that in order for renewable energy to be considered as being sustainable, it is mandatory to be both unlimited but also to ensure the optimal delivery of services and goods in relation to the environment (i.e., sustainable biofuel for not increasing net CO2 emissions, respectively, or negatively impact food security, or pose a threat to biodiversity) [49].
Despite the obvious advantages presented by renewable energy sources, there are also certain shortcomings, such as the irregular and inconsistent generation of energy, as an effect of seasonal variations, considering the fact that climate and its changes are in strict correlation with the main renewable energy resource. Due to this challenge, renewable energy exploitation needs detailed design, planning optimization methods, control and follow. Therefore, recent and future technological advances in computer software/hardware systems allow scientists to address these optimizations by using specific computing resources that are appropriate for the direction of sustainable, renewable energy [50]. Renewable energy sources (as the name implies) are naturally renewed, but they are also not subject to depletion in time. Renewable energy sources are about geothermal, wind, solar, hydropower, ocean (tide and wave) energies, and bioenergy [51,52]

5.1.1. Renewable Energy Sources

This energy manages to gather under its umbrella those energy sources related to a persistent, natural flow of energy that takes place in the proximal environment, including the following energies: geothermal, direct solar, wind, ocean (tides and waves) and hydropower, as well as bioenergy.
Hydropower
This is a highly important energy source, which is harnessed from the water that moves from higher to lower elevation levels, in order to move the turbines and, as a result, generate electricity. Hydropower designs and projects, which cover a wide range in project scale, come in different shapes, including dam projects with reservoirs, in-stream projects, run-of-river projects. Hydropower technologies are considered as technically mature technologies, with projects that exploit a resource that demonstrates temporary variability. The operational processes of hydropower reservoirs highlight their multiple uses (drought), as well as flood control [53,54,55].
Gravity is what provides the primary source of energy, using the height from which water falls on the turbine. The potential energy of the stored water is given by the gravity factor (g = 9.81 m /s2), the mass of the water, and the height (known as difference between the dam / tail levels of the water). Somewhat, the reservoir’s water level goes down with the release of water, and thus influences the production of electricity. Turbines are designed and built for an optimal flow of water. Hydropower offers many advantages because, from a practical point of view, it does not generate particle-based pollution, and can be upgraded just in time, and it has the capacity of storing energy for an extended amount of time in hours [56,57].
The technical yearly potential for hydropower production is 14,576 TWh, having an approximative total potential capacity of 3721 GW. However, at present, the world-wide installed hydropower capacity can be considered significantly below its potential. Taking in account the 2013 World Energy Council Report, four countries (namely Brazil, China, USA, and Canada), share approximately 50% of the entire installed hydropower capacity. It is, however, known that climate change alters the potential resource of hydropower. Globally, the existing changes in the actual hydropower system of production, that are attributed to climate changes, are estimated as being <0.1%, although supplemental research will be needed to decrease the uncertainties of the estimations provided [58].
Since hydropower production does not generate greenhouse gases, it is viewed as a green energy source. Nevertheless, it poses both advantages, as well as disadvantages. Hydropower generation improves the socio-economic evolution of a country, but, from a social impact perspective, when a hydropower system is installed and operated, an effect is that many people end up being displaced from their homes and are compensated insufficiently for this aspect. The hydropower production site is often exploited with detrimental effects. For example, many times, with the reservoirs being artificially made, this has the consequence of flooding the previous natural environment. Moreover, the water is drained from the original sources (such as lakes) and then transported by means of canals and pipes over considerable distances to the turbines often positioned visibly. Hydroelectric structures, due to the construction of dams/dikes/weirs, affect the ecology of natural water flow, mainly inducing changes in its hydrological characteristics, disrupting seasonal, periodic migrations of certain fish varieties, and interrupting the ecological continuity of sediment transport/movement. In places where many plants/trees are flooded due to water damage constructions, rotting plants in the water can lead to the formation of methane gas, which is either released directly or while the water is being processed in turbines [57,58].
Bioenergy
This type of energy is listed as a renewable energy source which is generated by the biological resources. An essential energy source, bioenergy is usable for heating or cooking, biodiesel-fueled transport, and generation of electricity. A wide range of sources can be considered when producing electricity from bioenergy, including agricultural residues—forest by-products (such as the wood residues), animal husbandry residue (such as the cow dung), and sugar cane waste. Fuel often resulting as a by-product, waste product, or a residue, from the afore-mentioned sources, is one of the main advantages of the biomass energy-based electricity. The impact and relevance of this specific aspect lies in that there is no competition between the ground for fuel vs. land for food [59]. At global level, the biofuels production is somewhat reduced, but it is on a rise tendency [60]. In the United States, 15 billion liters was the annual biodiesel consumption, reported for 2006, and it has been increasing with 30–50% yearly, having an expected target (at that time) of 30 billion L/year until the end of 2012 [61].
In the future, biomass has an immense potential for ensuring fuel supply, meanwhile being considered for decreasing greenhouse gases. Extensive studies have been conducted in this field for quantifying the global biomass technology. As the published data states, approximately 3500 EJ/year represents the theoretical entire bioenergy potential, relative to the earth’s surface, the locations with the best potential being in the Caribbean and South America (between 47–221 EJ yearly), sub-Saharan Africa (between 31–317 EJ yearly), the Baltic States and the Commonwealth of Independent States (between 45–199 EJ yearly). Both the resulting biomass yield and its potential obviously vary between the many countries, with average yields being reported in areas with temperate climates and high levels in zones with tropical/subtropical climates. Regarding the identification and implicit use of these sustainable and ecologically acceptable sources of biomass, much of the research focuses on identifying and capitalizing on the optimal information to mitigate the increasing changes in climate [62,63].
Historically, finding, identifying, and using biological-based components (i.e., animal, plant, mineral, etc.) capable of generating energy has always been a necessity for mankind. The public is sensitive to the idea of using food produce to provide fuel in a situation where generalized population hunger and insufficient food is a reality in deprived countries. It is reported that 99.7% of human food is the result from land and about 0.3% comes from the Earth’s waters (seas, lakes, rivers) (underlining here, once more, that already, the most suitable land implied in the biomass provided is used) [60]. The negative/positive effects on the socio-economic aspects of the production and use of bioenergy, but also on the environment, have been highlighted in published studies. Considering the general forestry and agriculture systems [64], the production of bioenergy accentuates vegetation and solid destruction, in a strict correlation with the water and forests overuse and overexploitation, excessive removal of forest/crop residue [65]. Conversion of land or specific crops into bioenergy generation sites induces commodity food prices, thus affecting the food security [66]. Optimizing soil and crops management would result in positive effects, including enhancing biodiversity [67,68], soil carbon increasing, and a better quality, improved soil [58,67,69].
Solar Energy
“Direct solar energy” expression considers the renewable energy technologies that use direct solar energy. Other technologies (from renewable sources) (such as wind, thermal, and ocean) are based in part on energy (which has already been absorbed/transformed into other forms) from the sun. Solar-based energy is the result of irradiation, generating electricity through photovoltaic cells [70] and focusing this huge solar energy, in order to generate thermal energy, meeting the needs of direct lighting and, collateral, for the production of fuels usable for transport, heating, etc. [58]. Since 2013, as it was stated by the World Energy Council [71], the energy from solar radiation that fell to Earth’s surface resulted in >7500 times the total yearly consumption of the primary energy in the world, namely 450 EJ [59].
Geothermal Energy
Sourced naturally, coming from the inner earth, geothermal energy is considered as representing a heat energy source. The internal structure of the earth/the physical phenomena tacking place in that environment relates to the origin of the heat. It is well known that heat is present in the earth’s crust in immense and excessive quantities, and even more so in its deep inner layers of the earth, often located at unavailable depths to allow mechanical exploitation. The geothermal gradient is considered to have an average value of approximately 30 °C/km. Areas further inland can be accessed by drilling, each gradient being more significant than the average gradient. [72]. Heat can be extracted from geothermal deposits by using different means (such as wells). Existing deposits, sufficiently hot and naturally permeable, are known as hydrothermal tanks; another option is the still adequately hot tanks, which by hydraulic stimulation are optimized/improved, and are known as improved geothermal systems (ESG). From the moment they reach the surface, these fluids with varying temperatures are potentially used to produce electricity, or for other purposes that require the use of thermal energy [58].
Wind Energy
Wind has not only emerged as a considerable essential source, but it has also taken a leading place among renewable energy sources. Winds (air currents) are present in all geographical areas of the world, with different intensities, in some locations/areas with energy density worthy of consideration [73]. The kinetic energy of continuously moving air at different speeds is harnessed by wind energy. Given the worrying prospects of climate change, it can be said that the most appropriate and sustainable application of wind energy is precisely the generation of electricity. This is done through large turbines—installations for transforming wind energy into electricity, which can be placed both offshore (in salted water of the seas and in freshwater) and onshore (on the land surface) [74]. Already on a large scale, these onshore, wind-based energy technologies are currently manufactured and deployed [58].
Ocean Energy (Wave and Tide)
The passage of wind over water leads to the formation of surface waves. The energy production of the waves is even higher and is necessarily and directly dependent on the increase/intensity of the following factors: wind speed, time/duration in which the wind is sustained, the distance traveled by the wind, and obviously the height of the resulting waves. [75]. The ocean stores sufficient energy to meet ever-increasing energy requirements through waves, currents, tide, and heat. The first generation of commercial devices for harnessing the energy of the oceans were launched in 2008, with the first units installed in the Portugal-Pelamis and the UK-SeaGen. Currently, four ways of generating energy using marine space are recognized, as follows: thermal differences between different depth levels of seawater (deep vs. shallow), wind, tide, and waves [76]. The methodology approach for green cost/benefits is schematized in Figure 6.
Figure 6. The flow chart describing the methodology approach for the ratio green cost/benefit.

5.2. Green Building Energy Consumption

One of the most relevant performance indicators of a building is energy consumption, whereas in the case of developing a GB, it is about reducing the energy consumption of that building. Most GB rating standards assign the most “points” for the design of energy saving. In this context, studies conducted on the evaluation of the energy performance of constructions are essential. Recently, due to the presence and observation of a performance gap, investigations have been intensified to determine whether GBs, when occupied by residents/users, achieve the designed energy-saving standard.
A 2010 study conducted over a period of more than one year summarized the information provided in the utility bills regarding energy use, resulting in data on the general sustainability of 12 GB belonging to the General Services Administration [77]. The operating energy consumption of the GBs was measured against the values registered by the Commercial Buildings Energy Consumption Survey. The conclusions of this evaluation were that the mean energy performance of the GBs from the study was 29% better than the average value of CBECS, and that the average GB energy performance in the study was approximately 29% more optimized than the mean value mentioned in the survey.
Another study comparatively evaluated the features of LEED vs. non-LEED constructions located in the United States, in the northwestern part of the Pacific Ocean [78]. For 41 buildings with the same characteristics and built in the same area, results were obtained which prove that the average value recorded for energy consumption/floor area, was 10% lower for the 12 constructions LEED vs. the 39 non-LEED constructions. In North America, other authors evaluated 121 buildings classified as LEED, by measuring the energy performance. On average, it was observed that LEED constructions achieved an energy saving of between 25 and 30% compared to the average value recorded / calculated at national level of all commercial buildings. Compared to the energy consumption mentioned in the design phase, the measured energy use index (EUI) showed a significant scatter. Compared to the projected value of “real EUI”, the deviation was very high, ranging from 25% worse and 30% better to more than 50% of the buildings. In addition, the average energy savings went up simultaneously with the mentioned level of certification, however, registering scattered values for IUE of constructions with identical level of certification (i.e., gold-rated buildings EUIs ranged approximately between less than 63 to more than 442 kWh/m2) [79,80].
Published research re-analyzed the results obtained previously by Turner et al., and it was observed that in the case of 28–35% of LEED buildings, the construction of a poorer actual/real energy performance vs. conventional counterparts, even at LEED buildings, the average value of energy consumption/floor area <18–39% compared to the energy consumption of conventional counterparts. Furthermore, there was no noticeable difference between the different levels of energy certification provided in the project and the measured, real, energy consumption values of GBs [81]. Diamond et al. used utility bills to compile the energy consumption values registered for 21 LEED certified buildings. Compared to the simulated prediction, the total energy consumption billed was 1% lower; the same simulated prediction exceeded the reference value by 27%. The real situation revealed that the energy performance achieved by the studied constructions showed significant imbalances (standard deviation of 46%). Moreover, the LEED energy efficiency score was not correlated at all with actual energy consumption [82].
The Center for Neighborhood Technology conducted a study of 25 GBs located in Illinois, using energy data collected across an entire year. The results concluded an obvious trend for reduced consumption of energy, which was correlated with more energy credits attained during the stage of design developing, with no correlation between the LEED certification level and the degree of energy consumption. In addition, only 10 of the 17 buildings evaluated had a lower consumption than the average recorded in that region, with most buildings having poorer results than expected. [83]. Summarizing the above-mentioned information, data investigating the GB energy consumption are comparatively presented in Table 2.
Table 2. Published data investigating the GB energy consumption.

6. The Indoor Environment Quality of Green Buildings in Ensuring the Inhabitants’ Satisfaction

Occupants’ satisfaction and IEQ are two relevant performing areas in assessing GBs, and they can generally be considered major markers of GBs’ operating benefits. Occupant satisfaction and IEQ are inextricably linked, since research shows that an improved indoor environment contributes to greater occupant’s satisfaction, as well as improvements in productivity and well-being [92,93,94,95].
Recent scientific studies on the post-occupancy investigation of GBs combined personal occupant satisfaction assessments with objective IEQ evaluations. As a result, IEQ and occupant’s satisfaction was consolidated into an all-encompassing notion called overall IEQ performance, which contained both subjective and objective aspects. It is critical to define which elements target before analyzing the overall IEQ performance of GBs. There are two types of components that influence IEQ and occupant satisfaction: non-physical factors and physical factors. Indoor air quality, thermal comfort, acoustic environment, and lighting are four features of physical factors that can be assessed using quantitative measures. Non-physical factors include indoor features that are difficult to evaluate with instruments, such as cleanliness, facilities privacy, furnishing, view, and space layout. The existing literature had a propensity to focus on physical factors, rather than non-physical factors, due to their measurable nature [96].
McNaughton et al. studied IEQ factors in five non-certified and five certified LEED buildings in the United States. The researchers then examined the impact of IEQ on human cognitive performance. People who lived in GBs had improved performance and fewer disease symptoms than those who lived in conventional facilities, according to scientific findings [97].
A 2015 study compared the IEQ of a Green Mark Platinum building to a non-Green Mark-certified building, both situated in Singapore. In comparison to the GB, the conventional facility provided was approximately 1 degree Celsius colder, had a reduced luminosity, and had a 2.5–3 times greater air changing rate [98].
Pei et al. used objective measures and subjective assessments to investigate the IEQ performance of GBs in two different Chinese climatic regions. It has been reported that GBs’ objective IEQ performance fulfilled the planned metrics, and that GBs are more promising than conventional buildings [99].
POE studies were performed on the IEQ of 12 non-GB and 12 GBs in the northern United States and Canada. Furthermore, numerous environmental factors linked to better occupant satisfaction, such as a larger level of indoor luminosity, diminished background noise levels, attributes associated with thermal comfort, and lowered airborne particulates, were identified through on-site physical measurements and surveys applied to building residents. When compared to similar non-green buildings, GBs demonstrated greater performance in terms of both human and physical variables [81]. Additionally, POE survey data from two academic office facilities were analyzed in Sydney, Australia, highlighting that tenant IEQ satisfaction was associated with one’s own perceptions of the environment. As a result, in comparison with their non-green counterparts, GB residents had an increased IEQ satisfaction [100].
Another research study evaluated interactions between facility maintenance and support services for occupant’ s satisfaction and IEQ in seven office facilities in Seoul, before selecting two constructions for closer examination. The analysis revealed that both offices’ occupants were satisfied related to their IEQ [101]. The interaction between energy utilization, occupant satisfaction, and IEQ was further assessed after analyzing each measure of operating performance in GBs. The essential information from past studies on the relationship between these parameters are presented below.
Firstly, objective IEQ performance is strongly linked to human factors, particularly occupant satisfaction. Humans are the indoor environment’s direct service object, and they have the ability to intuitively sense if the IEQ parameters can be considered as being comfortable. As a result, the occupant’s contentment with the indoor environment can be applied as one of the criteria for assessing the IEQ. If an individual’s IEQ performance is insignificant, the associated IEQ factor can be set, checked, and controlled using personal feedback. Consequently, the occupant satisfaction level and the objective IEQ converge, forming the two parts of the extensive IEQ. Secondly, a significant IEQ performance is achieved at the expense of energy consumption. Functioning of energy-based infrastructure, such as HVAC systems and lighting, can have a direct impact on objective IEQ settings and, as a result, on occupant satisfaction. In consequence, the overall IEQ performance might influence the mode of operation or schedule of facilities, ultimately affecting energy consumption. High-level GBs face a major issue in balancing energy use and IEQ, which indicates that efficient GBs should use reduced energy to produce improved IEQ.
In the context of practical infrastructure projects, however, the link between the components above-mentioned can be considered as being considerably more complex. Already published research (targeting the combined analysis of consumption of energy, occupant’ s satisfaction, and IEQ) has been limited, its findings being inconsistent. As regarding the association between occupant satisfaction and objective IEQ, no consistent pattern exists to show that higher IEQ leads to an enhanced satisfaction of the occupant. Despite the fact that a single Chinese study indicated that GBs had better occupant’s satisfaction and objective IEQ performance than conventional constructions, a further assessment from South Korea found that the occupant satisfaction in two distinct offices was similar regardless of the fact that their objective IEQ performances were different [99,101].
This discrepancy emerges from the intricate nature of human perceptions, which are regularly impacted by a variety of minor conditions. Additionally, the personal control component, as well as individual differences in comfort preferences, may have a major influence in this direction [102].
The IEQ status [103] and occupant satisfaction [104] of American GBs, on the other hand, were less varied, and the discrepancies were minor when compared to energy usage disparities. As a result of the numerous parameters related with energy consumption and IEQ performance, the magnitude of the quantitative relationship between IEQ and energy use remains uncertain. Different types of facilities or systems, operational modes or schedules, and energy efficiency can all have a significant impact. It has been an attempt to comprehensively combine energy usage, occupant satisfaction, and IEQ, focusing on the qualitative correlation between them. The aim is to underline the importance of a combined examination of energy use, occupant satisfaction, and IEQ in GBs’ post-occupancy evaluation. Nevertheless, there is no accurate conclusion on the association between these components, due to the limitations of prior studies in this area. As a result, it can be assumed that these topics should be given greater priority in the future [103].

7. The Circular Economy and Green Buildings

Circular economy emerged as a measure of climate change and a sustainable approach, and it includes several essential principles, including the quality of building sustainability and the building design/construction/operation.
Environmental protection and waste management are two concepts that complement and complete each other. It is essential to comprehend the nature of our actions and, most importantly, to fully grasp the consequences that derive from these actions. Recycling has recently become a very popular theme, and we can even claim that being an environmentalist is nowadays considered trendy [105].
Within designing buildings in the frame of circular economy, The European Commission’s Directorate-General for Internal Market, Industry, Entrepreneurship and SMEs introduces the construction sector together with a recommended approach to circular design, which serves as the basis for the overall principles [105]. Areas of application of the principles, targeted at defined objective, as well as the seven target groups [105], are described in the diagram presented as Figure 7.
Figure 7. Aim of the principles considering the target group and specific objective (dark green color marks the measure of inclusion of the objectives in the target groups).
High-level perspective of the traditional construction sector [106], adapted from BPIE © VERHAERT, is presented in Figure 8.
Figure 8. High-level overview of the traditional construction sector.

8. Green Materials

Significant research was performed in recent decades to decrease the existing energy requirements in the operation phase of a building, mentioning here the energy required to maintain the temperature (cooling/heating), optimal ventilation, and hot water production (for operating appliances and lighting, etc.). In this way, an optimized, increased energy performance of several constructions was obtained, throughout their lifetime/service life, by the fair and adequate implementation of more suitable, much more efficient materials and technical solutions [107]. The current direction of exploiting the renewable energy sources resulted in a faster advancement of the ZEB term, which implies an annual balance of zero between the energy utilized for the operation processes of the construction and the energy obtained from as many as possible renewable sources (e.g., the case of “solar houses”) [108,109].
Directive 2010/31/EU issued by the European Parliament and the European Council on 19 May 2010, regarding the buildings’ energy performance, established the target of NZEB for public constructions by 2018 and, even more so, for all the new buildings (by 2020) [108].
More and more focus has been paid as well to the pre-use phase of a construction (as is the case of the impact/influence on the environment by the materials used for the construction, taking into account the extraction of raw materials, processes, and lines of obtaining/production of them, as well as the disposal of the necessary materials at the building site). The impact in question, on the environment, but also on construction materials, is quantifiable by several parameters established in the life cycle assessment (LCA) procedures (mentioned and described in ISO 14040). This includes energy needs, water depletion, increased greenhouse gas emissions, etc. It should be added that the environmental parameters mentioned, which are also essential for the environmental regulations regarding the impact of buildings, are both difficult to quantify and difficult to bring to the attention of the public. However, this energy of building materials, the so-called “embodied energy” (EE), has managed to prove its relevance, gaining increased importance [110,111]. EE generally consider the energy that is used during the process of materials’ extraction/production/delivery line to the building-site. It is however worth noting that, considering published data, it must include as well the “recurrent” EE employed in both refurbishing/maintenance processes of components and materials of that building, as well as the energy associated with the building demolition, which is necessary for the building’s deconstruction and disposing of resulting debris and materials [112,113,114].
Even by overlooking the other forms of environmental influence generated by constructions materials, for >50-year building lifetime in common constructions, EE presently evidences for 2–38% of the total consumed energy, respectively, for approximately 9–46% in low energy consumption buildings [9]. In the design process, these estimations highlight the significance of appropriate choices of SB materials. Certain published data claim that constructions with low energy consumption have an improved performance than ZEBs (from the life cycle of a building perspective), considering the latter are constructed with high energy high EE [112,114]. For this reason, needs for “life cycle ZEBs/net-ZEBs” has recently been addressed, so as to consider both the operational energy, as well as the energy consumed throughout the entire life cycle, in accordance to an applicable ‘cradle to grave’ approach [109].
A standardized and universally applicable definition of GB materials has still not been provided; however, GB materials are largely considered environmentally responsible/friendly materials [115,116]. Because of this ambiguity, some materials have reached the market in the field of constructions with a generic label of “greenness”, but with no objective evidence to support the “greenness”, if not with misleading claims [115]. In some papers, the green attribute offered to materials has been simply related to the materials’ ‘natural’ origins. This reasoning was also applied to materials such as asbestos (considered as building material in the past, but currently banned because of its proven carcinogenic effect), turpentine (solvent resulted from the tree resins distillation, as well being harmful for health), or radon (probably emitted by certain stones used in construction, in the form of radioactive gas, and considered a cause of lung cancer) [117]. According to a more sensitive and common conception, these GB materials would be defined as:
  • sustainable throughout their life cycle, with the possibility to quantify their sustainability through the LCA methodology, in reference to a ‘cradle to grave’ approach;
  • not hazardous for human health (i.e., not generating harmful effects in the context of and related to the IAQ). Specifically, these GB materials must not generate indoor pollution (biological pollutant proliferation, volatile organic compounds, radon emissions, hazardous fiber dispersion) or unpleasant indoor climate conditions (e.g., dampness on surfaces or in certain parts of the building). Both aspects must be mutually treated.
In terms of definition, one of the main problems identifiable is the lack of a “perfect GB material” vs. green materials. This is due to processes included in a GB life cycle (such as manufacturing/transportation/placing/disposing/recycling of GB materials) invariably implying a net zero impact. In the current situation, it is practically impossible to compile a comprehensive register of green materials, since each designing process entails selecting the “greenest” materials from what the market has to offer, because of the required materials, their characteristics/performance, and the best existing technologies. This places great responsibility in the hands of decisionmakers and furthermore, emphasized the importance of proper material selection [117,118]. The Sustainable Green Materials component is depicted in Figure 9 and the principles for architectural concepts regarding sustainable design and pollution prevention are summarized in Figure 10.
Figure 9. The Sustainable Green Materials component.
Figure 10. Principles for architectural concepts regarding sustainable design/pollution prevention.
A preliminary assessment was necessary when addressing the problem of material selection. Besides the “greenness” necessity, materials must comply a plethora of requirements stated and described by standards of national/international level, national laws, codes of practice, local construction practices, at least in regard to:
  • acoustic performance, which is connected to satisfactory indoor comfort;
  • aesthetic outcome, coordinated with local construction traditions;
  • cost, within limits of the available budget;
  • dimension and weight limits, according to the particularities of the construction;
  • durability within the particular environmental and geographical context of the building (the durability issue is in close relation to sustainability, as it determines the life span of materials);
  • mechanical properties of the structural materials, including stiffness, strength, behavior in under seismic activity, etc.;
  • safety, both in case of fire and during the positioning / handling of materials;
  • particular performances related to buildings usage (i.e., safety requirements for schools, hygiene requirements for hospitals, particular color and/or transparency requirements for libraries, etc.);
  • thermal performance, which is necessary for achieving a satisfactory energetic behavior while in operation.
This multitude of criteria makes the selection of materials quite challenging. Based on the condition of fulfilling all other requirements, choosing the materials being based and related to the actions or effects on the environmental space, and therefore on human health, taking place during the design process, in two different stages, as follows:
  • the initial stage (considered the phase of evaluation of the project and during which various technological solutions and their feasibility are evaluated); and
  • the second stage, regarding the specific environmental concerns that become part of the decision-making process [119,120].
Many comparative reviews and studies have been carried out, highlighting the associated tools, and revealing few critical aspects. Several weak points were described and noted, regarding the used materials:
  • methods related to collecting information on materials lifecycle. The input values are generally collected from voluminous databases of building materials [113], which actually provide data regarding the categories of materials, instead of single commercial materials. Unfortunately, this is a cause for errors in the analysis, due to the following parameters: variation and rapid evolution [113] of the manufacturing/production processes of the materials for constructions, material formulas differences, the changes (and sometimes lack of knowledge) regarding the locations of material sourcing and supply, etc. It is worth noting that the manufacturing processes for building materials are not as standardized as the processes associated with other goods. This is because of the specific type and characteristics of each building, and the variations occurring at national or regional level. An exemplificative case regarding the uncertainty of working and considering the most simplified classes of building materials, which is mentioned in specialty literature and databases, describes very large differences (e.g., in the case of steel: from 0.84 to 312 MJ/kg; in the case of brass: from 17 to 239 MJ/kg; in the case of paints: from 3 to 98 MJ/kg) [113,121].
  • the functional unit utilized in the calculus. The way of choosing the functional unit hugely impacts all the results because the materials should be considered comparatively with their primary role in the construction; a possible improper unit may lead to erroneous data (i.e., comparing structural materials, such as aluminum vs. steel, must be done in reference to varying cross sections characterized by similar strength performance, regardless of their unit mass). In parallel, the comparison between flooring tiles must be conducted about unit area (rather than unit mass). The impact of the building’s environment/floor area is a critical unit when it is about building certification [121].
  • the phases of the life cycle. Although some assessment tools omit building maintenance, demolition, and disposal, there is still a general agreement on the impact of materials (in the context of the supply of raw materials, the manufacturing process, transport, and delivery to the site, as well as and the operational activity after the commissioning of the building)
  • the duration of service life. Depending on accessibility and durability, the building materials might have different service life lengths, a general lifespan of 50 years is generally considered [121].
  • the energy of materials quality. The quantification of the embodied energy of materials can be performed considering either the primary energy, or the end use/delivered energy. In regard to EE determination, there is no clear agreement on this energy. [114].
  • differences caused by different parameter quantification systems [119], representing the key items of environmental assessments.
  • the lack of parameters that can be used to evaluate the materials’ impact on IAQ. This aspect is vaguely considered and appropriate parameters must still be established [122], although minimal study was performed to create procedures for the evaluations of the effects of materials on indoor pollution [123].
LEED-based rating system takes into account no less than four credits/points to IEQ and, for each of the following items, being given one point:
  • coatings and paints limiting VOC emission;
  • low VOC emitting carpets;
  • adhesive and sealants limiting VOC emission;
  • composite wood and agrifibre products without urea-formaldehyde resins [124].
Introducing these parameters is obviously of great importance; however, they are offering just a limited picture of the potentially hazardous effects of materials within the building environment. These effects are compiled and summarized under the umbrella terms of Sick Building Syndrome (SBS) and Building Related Illness (BRI).
Issues such as fiber dispersion, radon emissions, and biological pollutants are not considered, nor are potential VOC emissions generated by other components of the building (thermal insulating materials, resilient flooring, biocide application on organic materials, etc.). Currently, LEED credits include only a very small portion of the requirements issued by the European and other international authorities in the field of pollution and IAQ [117].

8.1. Examples of Green Materials

8.1.1. Quarry Dust

It is a waste by-product that results from the extraction and treatment of rocks to create soft particles with sizes of about 4.75 mm or less. Quarry dust is produced during crushing, screening, and blasting coarse aggregate. In this situation, it will take the form of angular, sharp, and rough particles, with increased interlocking between them, which provides the quarry with increased strength. Thus, when rock quarry dust is used in concrete, it improves the resistance against acid and sulphate and provides low permeability, when compared to concrete made from conventional Portland cement. However, in certain situations, the use of quarry dust increases the amount of cement that is needed to maintain workability within permitted rates. The use of quarry sand is typically limited, because a high cement paste volume would be required to achieve the appropriate workability of concrete [125]. Obviously, using waste materials, such as quarry dust, in the production of concrete, will reduce the production cost of concrete.

8.1.2. Fly Ash

Fly ash is a very soft powder generated as a by-product of coal combustion. In general, fly ash is collected from the chimneys of the coal-fired electrical power plants. There are generally two kinds of ash, namely coal ash which is utilized as part of the concrete mixture, and bottom ash, which is collected from the bottom of coal furnaces. The composition of fly ash varies in accordance with the origin and texture of the burned coal. Nevertheless, all types of fly ash are made of silicon dioxide (SiO2) and calcium oxide (CaO) [126]. In theory, it is possible to use fly ash as opposed to mixing in the entire amount of Portland cement; however, when the percentage of replacement is at 80% or above, it is recommended to use a chemical activator. There use of fly ash includes several advantages. Firstly, it can by generating the minimal hydration heat, it can improve the durability of concrete. Secondly, fly ash enhances the strength and durability of hardened concrete and significantly improves concrete workability. Moreover, it can reduce the water that is required in the mixture, and thus it can better the flow behavior [125].

8.1.3. Masonry and Concrete Waste

Recycled coarse masonry or concrete are gradated aggregates that result from useable concrete or masonry waste and are traditionally used in road construction. The substance may consist of small amounts of crushed bricks, rock gravel, or other forms of stone-based materials, which are included in the mixture. Recycled fine aggregates may be recommended for use as smashed concrete fines; however, the excessive quantity and grading form of fines may determine the finishing capacity, rate of bleeding, and concrete workability [125].

8.1.4. Silica Fume

Silica fume results as a by-product of several industrial processes, but, unfortunately, silica may be a cause for air pollution. Thus, in order to reduce the silica-induced air pollution, micro silica is combined with cement. The resulting concrete will be more sustainable, and its strength will increase when replacing 5–15% percent of the mixture with silica. However, it is not advised to surpass this percentage and increase the rate of replacement by 20%, because it can lead to reduced concrete strength. Silica fume is finer than cement and it can easily react with the other ingredients of the concrete mix. As such, silica fume will increase the consistency of cement, at a very fast rate, compared to conventional concrete [127].

8.1.5. Marble Waste

Since antiquity, marble waste has been a traditional and widely used construction material. However, one of the most pressing environmental problems is the disposal of marble industry waste, which consists of very fine marble powder. Yet, this powder waste can successfully be used to develop certain characteristics of traditional concrete, such as hardness. [125].

8.1.6. Crushed Glass

Glass is a colorless, fragile, hard-textured, and transparent material. ASTM International, which defines glass industry standards, defines glass as an inorganic substance with a 6.5 hardness. When its state turns from molten into a colder case, glass becomes solid and without any crystallization. The core glass component is the silica; however, glass can contain Al2O3 (aluminum oxide), CaO (calcium oxide), MgO (magnesium oxide), and Na2O (natrium oxide). Research has concluded that it is possible to use glass in concrete mixtures in one of three shapes: rough glass aggregate, soft glass aggregate, and also, soft glass powder. When glass and cement are combined, the glass is subjected to a chemical action. The result is a hydrated calcium silicate and then the reaction of hydrated cement, resulting in pozzolan [128]. Studies have demonstrated that the rise in the glass waste magnitude would reduce the concrete specific weight and the concrete compressive strength because of the decreased adhesion with glass [129]. The reduction in particle size will enhance workability, while at the same time, the compressive strength of cement at 28 days will reduce it. The mixing of fine and rough glass will enhance water absorption, which in turn will minimize concrete shrinkage [130].

8.1.7. Polyethylene Terephthalate

Polyethylene terephthalate can be considered a long chain polymer with a polyester structure. It is composed of ethylene glycol and pure terephthalic acid, both being petroleum-based products. Polyester processing involves chemicals which result from the polymerization of alkali and acid. Polyethylene terephthalate is an amorphous glass substance and its waste utilized in concrete can aid in reducing the environmental impact. A microstructure of lightweight PET (Polyethylene terephthalate) aggregates was analyzed in 2005, by testing the influence of the grainy slag for molten metal on the microstructure [131]. The study concluded that the density of concrete consisting of PET aggregates increased from 1940 to 2260 kg/m3. In parallel, the transition region between cement paste and PET particles was noted to expand, in comparison with normal aggregates. It was predictable that the slag grain of molten metal could increase the limit and level of the PET transition zone, which would lead to calcium hydroxide reactions. Experiments have demonstrated that the use of PET in the concrete increase ductility and minimize cracks caused by shrinkage [132,133]. On the other hand, a high-quality, lightweight concrete can be produced via PET, as its particular density is somewhat lower compared to normal aggregates [18]. The increase in the PET component amount to 15% will reduce the compressive strength of the concrete by 15.9% to 18%, the elastic modulus by 20% to 23%, and the specific weight by 3.1% to 3.3% [134].

8.1.8. Ceramic and Tile

Ceramic can be described as a non-organic and non-metallic material, of which there are two kinds. On the other hand, tile can be defined as a slice of artificial stone with the thickness of a few millimeters, a smooth surface, and a soft top side. Ceramic and tile waste can be generated during the transfer operation, during post burning, due to manufacturing or human error, from the contact with an unsuitable substance, or it may occur as a byproduct of building destruction [135]. Several studies have attempted to evaluate the use of a specific type of tile and ceramic waste in concrete. The results of the experiments show that it could be practical to use tiles in concrete as an aggregate or pozzolan [136,137]. In the case of white ceramic being used as a soft aggregate, at rates of 10–50%, the concrete quality will be improved [138]. Furthermore, when porcelain sanitary waste is utilized as coarse aggregate in concrete at a rate of 3–9%, its resistance is higher than that of concrete without additives, at a rate of 2–8% [139]. Another study, conducted by Medina et al. (2012), showed that when the curing takes around 28 days, and a sanitary porcelain waste is used at a percentage of 5–20% of the aggregates, the concrete resistance will be increased [140].

9. EU Regulations on GBs

The construction industry, especially the commercial and residential building sector, is the EU’s largest energy consumer and CO2 emitter. This activity sector represents approximately 40% of the EU’s overall CO2 emissions and energy usage [141,142]. Building codes are adopted by governments worldwide to protect populations from harm caused by possible structural collapses and other building-related concerns. The codes should accomplish their objective by outlining at the very least the minimal standards for construction techniques and materials. Catastrophic phenomena, such as meteorological threats or earthquakes, highlight the significance of enforcing construction codes on a constant and effective basis. The methodologies for GB design are often not compulsory and are presented as design choices or concepts to consider. The approaches are not always complementary or supportive of one another and using one may exclude using others. Architects, developers, designers, proprietors, and other stakeholders or collaborators in the GB maintenance operation will have to consider the benefits of using a certain approach. To accomplish a project’s various design objectives, a step-by-step approach and a comprehensive examination may be required.
The Energy Performance of Buildings Directive (EPBD—Directive 2002/91/EC), which established minimum energy efficiency standards and Energy Performance Certificates (EPCs), improved the EU’s legislative basis for sustainable buildings in 2002 [143]. Selection of a calculating procedure, mandatory energy performance certifications, and minimum energy performance criteria were all mentioned in the original EPBD 2002/91/EC. The EPBD was updated in 2010 with Directive 2010/31/EU on energy performance of buildings, which enhanced the requirements and expanded the scope of the EPBD. Furthermore, it has introduced the NZEB concept and set a debut date of 2018/2020. It also pioneered the concept of “cost-optimal levels” of building energy efficiency, which corresponds to “energy efficiency that results in the lowest cost over the predicted economic life cycle.” Furthermore, via intermediate targets for increasing the energy performance of new facilities by 2015, the Directive supported the establishment of national strategies to implement the concept of NZEBs. The European Commission released a package of recommendations titled “Clean Energy for All Europeans” in November 2016, with the aim of implementing a solid regulatory system to aid in the transition to sustainable energy. This was a significant step upwards to the founding of the Energy Union. The recommendations in “Clean Energy for All Europeans” are aimed at assisting the EU energy sector in becoming more competitive, stable, and sustainable. These aims, which are relevant for the 21st century, are supported by the EU’s capability to perform its commitments under the Paris Agreement. The European Parliament and the European Council published Directive 2009/125/EC on 21 October 2009, which establishes an approach to setting eco-design standards for energy-related items. This is significant, particularly in the context of construction materials [144,145].
The Passive House Standard is a sustainable building standard that should be applied in all EU member states by 2021, according to a resolution passed by the European Parliament on 31 January 2008. Moreover, the European Council and The European Parliament established on 17 November 2009 a deadline of 2020 for all newly built facilities to be NZEBs [146].
As of 1 January 2030, the ZEB standards will be implemented to all new facilities, and as of 1 January 2027, it will be applicable to all new constructions occupied or administered by public institutions.
Even though the proposal’s major aim is to lower operational greenhouse gases, the ZEB definition also targets the computation of life-cycle Global Warming Potential (GWP) and its dissemination through the energy performance certificate of the facility. This regulation will come into operation on 1 January 2027, for all new structures having a functional floor area greater than 2000 square meters, and on 1 January 2030, for all new constructions [147].
The EU Parliament adopted a decision on the new resource efficiency implementation plan in February 2021, demanding specific initiatives to develop a completely circular economy by 2050 that is ecologically sustainable, non-toxic, and carbon neutral. The resolution contains rigorous recycling requirements as well as more restrictive material use and consumption limits. As part of the circular economy implementation plan, the EU Commission released the first set of measures in March 2022 with the aim of accelerating the transition to a circular economy. The recommendations are aimed to assist consumers for the green transition, promoting sustainable products, managing building product regulation, and implementing a strategy for sustainable textiles [105].
In the context of climate change, the international community must implement policies to include achievable objectives on its agenda, such as biodiversity in the framework of a circular economy, CO2 emission neutrality, and economic and social prospects for the population. At the end of March 2022, the European Commission implemented a set of regulations regarding the circular economy action plan. Furthermore, the European Council and the European Parliament have requested initiatives to promote the circularity of building products, address barriers in the building product single market, and support the Circular Economy action plan and the European Green Deal’s targets [148].
Since the EPBD does not explicitly state practical numeric intervals or thresholds, these specifications allow for considerable individual perception, enabling EU Member States to describe their NZEB in a flexible manner, considering country-specific weather patterns, major energy indicators, building traditions, calculation approaches, and ambition degree. Furthermore, this is also the guiding factor behind different NZEB definitions in various nations. According to the EPBD report from the Concerted Action (CA), around 40% of EU states have yet to establish an accurate description of NZEB. The research also stated that approximately 60% of member states have specified their precise definition of NZEB in a legal document, while part of them are keeping the definition in draft condition or indicating the potential for future modifications to the term [149].

10. Conclusions and Future Directions

  • The present research paper introduces and describes a coherent approach for the sustainable design of the future, namely the GB solution, characterized by sustainability and energy efficiency.
  • Also, it provides a comprehensive assessment to explore the progress and the current scientific framework of GBs, including design, certification systems, circular economy, renewable energy sources, and green materials, all in the context of sustainable development. However, no other publication has evaluated all these concepts simultaneously in a similar manner. The main shortcoming of the present study is that the ongoing advancement of GB design technology and concepts, as well as related scientific literature, is largely approached from a strictly engineering perspective and not sufficiently from an occupant/beneficiary-oriented perspective.
  • Future research directions have been established based on the quantitative evaluation of all GB-related factors, the investigation of dynamic strategy models for sustainable GB development, and the approach of GB design from an occupant perspective.
  • The information and the manner in which it is presented open the door to a similar analysis of the concept of green neighborhoods or even that of green cities, with existing publication that can be used to analyze and synthesize, as well as provide real examples.

Author Contributions

Conceptualization, C.C.B. and M.F.P.; methodology, C.C.B. and T.B.; software, C.C.B. and T.B.; validation, I.F.P. and M.F.P.; formal analysis, C.C.B.; investigation, C.C.B., T.B., I.F.P. and M.F.P.; resources, T.B.; data curation, C.C.B. and T.B.; writing—original draft preparation, C.C.B. and T.B.; writing—review and editing, T.B.; visualization, M.F.P.; supervision, M.F.P.; funding acquisition, C.C.B. All authors have read and agreed to the published version of the manuscript.

Funding

The APC was funded by the University of Oradea through and internal project.

Institutional Review Board Statement

Not applicable.

Data Availability Statement

Information provided in this paper are supported by published data in the mentioned references.

Acknowledgments

The authors would like to thank to the University of Oradea, Oradea, Romania, for supporting the APC.

Conflicts of Interest

The authors declare no conflict of interest.

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