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Buildings, Volume 15, Issue 12 (June-2 2025) – 20 articles

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23 pages, 3715 KiB  
Article
Crushed Stone Grain Shapes Classification Using Convolutional Neural Networks
by Alexey N. Beskopylny, Evgenii M. Shcherban’, Sergey A. Stel’makh, Irina Razveeva, Alexander L. Mailyan, Diana Elshaeva, Andrei Chernil’nik, Nadezhda I. Nikora and Gleb Onore
Buildings 2025, 15(12), 1982; https://doi.org/10.3390/buildings15121982 (registering DOI) - 8 Jun 2025
Abstract
Currently, intelligent technologies are becoming both a topical subject for theoretical discussions and a proper tool for transforming traditional industries, including the construction industry. The construction industry intensively uses innovative methods based on intelligent algorithms of various natures. As practice shows, modern intelligent [...] Read more.
Currently, intelligent technologies are becoming both a topical subject for theoretical discussions and a proper tool for transforming traditional industries, including the construction industry. The construction industry intensively uses innovative methods based on intelligent algorithms of various natures. As practice shows, modern intelligent technologies based on AI surpass traditional ones in accuracy and speed of information processing. This study implements methods using convolutional neural networks, which solve an important problem in the construction industry—to classify crushed stone grains by their shape. Rapid determination of the crushed stone grain class will allow determining the content of lamellar and acicular grains, which in turn is a characteristic that affects the strength, adhesion, and filler placement. The classification algorithms were based on the ResNet50, MobileNetV3 Small, and DenseNet121 architectures. Three-dimensional images of acicular, lamellar, and cuboid grains were converted into single-channel digital tensor format. During the laboratory experiment, the proposed intelligent algorithms demonstrated high stability and efficiency. The total processing time for 200 grains, including the photo recording stage, averaged 16 min 41 s, with the accuracy reaching 92%, which is comparable to the results of manual classification by specialists. These models provide for the complete automation of crushed stone grain typing, leading to reduced labor costs and a decreased likelihood of human error. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
28 pages, 11874 KiB  
Article
Research on the Bending Behavior of Concrete Beams Reinforced with CFRP Sheets Bonded Using BMSC
by Zhenzhong Yang, Lili Jiang, Zhenguo Li and Chenggen Yang
Buildings 2025, 15(12), 1980; https://doi.org/10.3390/buildings15121980 (registering DOI) - 8 Jun 2025
Abstract
To improve the construction performance of inorganic adhesives used for bonding fiber-reinforced polymer (FRP) sheets to reinforce concrete structures, make rational use of resources, and reduce carbon emissions, double-shear tests on the interface bonding performance between bonded FRP sheets and cement mortar test [...] Read more.
To improve the construction performance of inorganic adhesives used for bonding fiber-reinforced polymer (FRP) sheets to reinforce concrete structures, make rational use of resources, and reduce carbon emissions, double-shear tests on the interface bonding performance between bonded FRP sheets and cement mortar test blocks, as well as four-point bending tests on bonded carbon fiber-reinforced polymers (CFRPs) to reinforce concrete beams, were conducted using basic magnesium sulfate cement (BMSC) as the adhesive. The influence laws of parameters, such as the type of FRP sheet and the number of FRP sheet bonding layers on the shear performance of the bonding interface between BMSC and cement mortar test blocks, were investigated, as well as the influence laws of the number of CFRP sheet bonding layers and the type of binder on the bending performance of CFRP sheet-reinforced beams. The test results show that the ultimate load of CFRP-reinforced beams bonded with BMSC as the binder increased by 17.4% to 44.4% compared with the unreinforced beams and simultaneously improved the flexural stiffness and crack-limiting ability of the reinforced beams. The failure of the reinforced beam begins with the separation of the CFRP sheet from the concrete at the middle and bottom of the beam span. When the CFRP sheet of the reinforced beam is one layer and two layers, the flexural bearing capacity reaches 91.4% and 96%, respectively, of the reinforced beam, with epoxy resin as the binder under the same conditions. With the increase in the number of CFRP layers, the flexural bearing capacity of the reinforced beam improves, but the increased flexural bearing capacity does not increase proportionally with the increase in the number of sheet layers. By introducing the influence coefficient of BMSC on the flexural bearing capacity (FBC) of reinforced beams, based on the test results, the formula for calculating the FBC of concrete beams, which are reinforced with CFRP sheets bonded by BMSC, was developed. After verification, the calculation formulas established in this paper have high accuracy and can provide theoretical references for similar engineering applications. Full article
(This article belongs to the Topic Green Construction Materials and Construction Innovation)
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22 pages, 14848 KiB  
Article
Digital Twin Framework for Bridge Slab Deterioration: From 2D Inspection Data to Predictive 3D Maintenance Modeling
by Hyunhye Song, Kiyeol Kim, Jihun Shin, Gitae Roh and Changsu Shim
Buildings 2025, 15(12), 1979; https://doi.org/10.3390/buildings15121979 (registering DOI) - 8 Jun 2025
Abstract
Bridge slabs are critical structural components that directly sustain vehicle loads and generally have the shortest service life among bridge elements, leading to increased maintenance needs and costs. In many countries, damage and repair histories have been systematically recorded for over four decades. [...] Read more.
Bridge slabs are critical structural components that directly sustain vehicle loads and generally have the shortest service life among bridge elements, leading to increased maintenance needs and costs. In many countries, damage and repair histories have been systematically recorded for over four decades. In this study, a digital twin framework for predicting the future performance of bridge slabs by integrating long-term inspection data was proposed. Historical 2D damage drawings were digitized using the YOLOv7 deep-learning model to extract the spatial coordinates of the damaged locations. Based on this data, eight representative damage states were defined to support the prediction of the service life. The damage and repair history was embedded into the 3D bridge models using a unique coding system to enable temporal and spatial tracking. As the corrosion of the reinforcement cannot be directly observed by visual inspection, its development and progression is estimated using empirical models. The digital twin concept is validated using historical inspection records to demonstrate its applicability to existing bridge slabs. The integration of cumulative deterioration data significantly improves the accuracy of the performance predictions and facilitates data-driven maintenance and rehabilitation strategies. Full article
(This article belongs to the Special Issue Knowledge Management in the Building and Construction Industry)
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22 pages, 6064 KiB  
Article
Asphalt and Aggregate Fluorescence Tracing Based on Sensors and Ambient Parameter Optimization
by Kexi Zong, Hongxi Zhu, Sinan Wu, Donglin Wu, Shuo Pang, Junhao Zhai, Huiying Mao and Yixi Ding
Buildings 2025, 15(12), 1978; https://doi.org/10.3390/buildings15121978 (registering DOI) - 8 Jun 2025
Abstract
Fluorescence tracing effectively identifies asphalt stripping on aggregate surfaces, showing promise for characterizing asphalt–aggregate adhesion in pavement performance detection. However, this method’s effectiveness depends on sensor parameters and ambient conditions. This study developed a fluorescence tracing image acquisition system and employed a five-factor, [...] Read more.
Fluorescence tracing effectively identifies asphalt stripping on aggregate surfaces, showing promise for characterizing asphalt–aggregate adhesion in pavement performance detection. However, this method’s effectiveness depends on sensor parameters and ambient conditions. This study developed a fluorescence tracing image acquisition system and employed a five-factor, six-level orthogonal experiment to optimize sensor parameters. We compared multilayer perceptron (MLP) regression, Kolmogorov–Arnold networks regression, and Laplacian sharpening for image quality assessment, with MLP proving superior. The results indicate that (1) image quality is primarily influenced by camera aperture, followed by focal length, exposure time, UV light–camera distance, and object–camera distance; (2) the optimal parameters were 100,000 ms exposure time, 8 mm focal length, 44 cm object–camera distance, aperture of 6, and 30 cm UV light–camera distance; (3) a green background with combined UV and daylight illumination in a glass box yielded the highest image quality score (0.7084); and (4) images acquired under these optimized conditions displayed fluorescence tracing and asphalt regions with superior clarity. This study optimizes the fluorescence tracing method for quantifying the adhesion between asphalt and aggregate and promotes an intellectual approach to material performance detection in pavement engineering. Full article
(This article belongs to the Special Issue Urban Infrastructure Construction and Management)
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19 pages, 5053 KiB  
Article
BIM and AI in Early Design Stage: Advancing Architect–Client Communication
by Omar Bagasi, Nawari O. Nawari and Adel Alsaffar
Buildings 2025, 15(12), 1977; https://doi.org/10.3390/buildings15121977 (registering DOI) - 7 Jun 2025
Abstract
The integration of Building Information Modeling (BIM) and Artificial Intelligence (AI) is reshaping the architecture, engineering, and construction (AEC) industry, particularly by bridging two critical phases: the early design stage and architect–client communication. This paper proposes a new AI-BIM framework that aims to [...] Read more.
The integration of Building Information Modeling (BIM) and Artificial Intelligence (AI) is reshaping the architecture, engineering, and construction (AEC) industry, particularly by bridging two critical phases: the early design stage and architect–client communication. This paper proposes a new AI-BIM framework that aims to enhance architect–client communication and streamline feedback during early design stages. Traditional methods often fail to convey complex design ideas clearly, leading to misinterpretations and inefficiencies. The proposed framework combines real-time BIM visualization with AI-driven generative design and large language models (LLMs) to facilitate better understanding and collaboration. Observations from case studies suggest improvements in iterative feedback processes, greater alignment between client needs and design outputs, and enhanced early decision-making. In addition to exploring the challenges of AI-BIM integration, including technical and ethical considerations, this research highlights strategies to support its practical application. The framework contributes to advancing design practices in the evolving AEC industry. Full article
(This article belongs to the Special Issue BIM Methodology and Tools Development/Implementation)
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16 pages, 1663 KiB  
Article
Absorbed Energy and Fracture Characteristics of Cement Paste Modified with SBR Latex Through Charpy and Three-Point Bending Tests
by Jung J. Kim
Buildings 2025, 15(12), 1976; https://doi.org/10.3390/buildings15121976 (registering DOI) - 7 Jun 2025
Abstract
This study evaluates the energy absorption, fracture energy, tensile strength, and compressive strength of cement paste modified with SBR latex. A control mixture with a water-to-cement (W/C) ratio of 0.4 was used as the reference. Based on this, modified mixtures were prepared by [...] Read more.
This study evaluates the energy absorption, fracture energy, tensile strength, and compressive strength of cement paste modified with SBR latex. A control mixture with a water-to-cement (W/C) ratio of 0.4 was used as the reference. Based on this, modified mixtures were prepared by partially replacing water with SBR latex at P/W ratios of 0, 5, 10, 15, and 20 wt% relative to the original water content. The samples were cured for 7, 14, and 28 days. To assess the mechanical properties and energy absorption capacity, a series of tests were conducted, including compressive strength, tensile strength, Charpy impact testing, and three-point bending tests to measure fracture energy. The results show that the optimal P/W ratio is 10%, at which tensile strength increased by 42.1%, energy absorption increased by 36.3%, and fracture energy increased by 29.6%, while compressive strength decreased by a maximum of 11.6%. A linear relationship between fracture energy and energy absorption after 28 days was proposed, allowing for the estimation of fracture energy from energy absorption data. This research not only identifies the optimal latex dosage for the design of SBR-modified cement paste but also provides foundational data for applying Charpy impact testing and three-point bending testing to cement-based materials. Full article
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34 pages, 14189 KiB  
Article
Experimental and Numerical Study on the Blast Performance of RC Shear Walls Under Uniaxial Compression
by Wenzhe Luo, Rongyue Zheng, Wei Wang and Chenzhen Ye
Buildings 2025, 15(12), 1975; https://doi.org/10.3390/buildings15121975 (registering DOI) - 7 Jun 2025
Abstract
This study addresses a critical gap in blast-resistant design by investigating the influence of axial compression ratio—a previously underexplored parameter—on the dynamic response of reinforced concrete (RC) shear walls under close-in explosions. While existing research has focused on conventional loading scenarios, the interplay [...] Read more.
This study addresses a critical gap in blast-resistant design by investigating the influence of axial compression ratio—a previously underexplored parameter—on the dynamic response of reinforced concrete (RC) shear walls under close-in explosions. While existing research has focused on conventional loading scenarios, the interplay between axial compression and blast effects remains poorly understood, despite its practical significance for structural safety in high-risk environments. Through a combined experimental and numerical approach, three half-scale RC shear walls were tested under blast loading, complemented by simulations analyzing key parameters (aspect ratio, axial compression ratio, boundary conditions, and charge weight). The results demonstrate that a moderate axial compression ratio (around 0.3) enhances structural stiffness and reduces displacement, effectively helping to control wall damage. Boundary conditions were also found to affect failure modes: walls with stiffer end restraints exhibited reduced deformation but more brittle cracking. Lower aspect ratios (i.e., wider walls) improved blast resistance, and peak displacement progressively increased with the charge weight. These findings provide actionable insights for optimizing RC shear wall design in blast-prone infrastructures, balancing ductility and load capacity. By linking theoretical analysis to practical design criteria, this study advances blast-resistant engineering solutions. Full article
(This article belongs to the Section Building Structures)
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16 pages, 785 KiB  
Article
Statistical Insights into Construction Industry Diversification: A Pathway for Sustainable Growth of Highway Enterprises in China
by Guandong Liu, Haicheng Xu and Ce Gao
Buildings 2025, 15(12), 1974; https://doi.org/10.3390/buildings15121974 (registering DOI) - 7 Jun 2025
Abstract
This study statistically evaluates the suitability of the construction industry as a diversification target for infrastructure corporations by integrating Data Envelopment Analysis (DEA-BCC), panel data regression, and entropy-based diversification metrics. Twenty actively operating highway companies in China were selected, and their annual reports [...] Read more.
This study statistically evaluates the suitability of the construction industry as a diversification target for infrastructure corporations by integrating Data Envelopment Analysis (DEA-BCC), panel data regression, and entropy-based diversification metrics. Twenty actively operating highway companies in China were selected, and their annual reports from 2011 to 2021 were meticulously reviewed. This study quantifies the impact of diversification strategies on firm performance, resource allocation efficiency, and X-inefficiency. The findings reveal that strategic diversification into construction-related activities enhances operational efficiency and mitigates X-inefficiency, aligning with Penrose’s theory of surplus resource deployment. The study contributes a robust analytical framework for assessing diversification in the infrastructure sectors, offering actionable insights for corporations considering expansion into construction. The results underscore the importance of organizational optimization and business capability in reducing X-inefficiency and enhancing sustainable development, particularly in maturing markets where traditional growth avenues are limited. Full article
20 pages, 2873 KiB  
Article
Transitional Housing and the Family Capacity Building Planner: An Urban Graduation Approach for Improving the Mental Health and Well-Being of Poor Households in Hong Kong
by Siu-Ming Chan, Heng Xu, Yuen-Ki Tang, Kim Kwok and Ka-Man Leung
Buildings 2025, 15(12), 1973; https://doi.org/10.3390/buildings15121973 (registering DOI) - 7 Jun 2025
Abstract
(1) Objective: This study aims to investigate how transitional housing and the FCBP programme function as infrastructure for improving mental health and building family capacity among low-income households in Hong Kong, introducing the Urban Graduation Approach, adapted from the rural Graduation Approach, as [...] Read more.
(1) Objective: This study aims to investigate how transitional housing and the FCBP programme function as infrastructure for improving mental health and building family capacity among low-income households in Hong Kong, introducing the Urban Graduation Approach, adapted from the rural Graduation Approach, as an adaptation of proven poverty-alleviation strategies to urban contexts. (2) Methods: We conducted in-depth, semi-structured interviews with 24 residents of transitional housing participating in the Family Capacity Building Planner (FCBP) programme, an important component of The Hong Kong Jockey Club’s Trust-Initiated Project—JC PROJECT LIFT in uplifting residents and enhancing their overall well-being, analysing their experiences through thematic analysis focused on housing transitions, service utilisation, and well-being outcomes. (3) Results: Transitional housing provides essential infrastructure for improving residents’ well-being through both physical improvements and integrated support services. Participants reported significant mental health benefits, with reductions in stress and anxiety directly attributed to increased living space, improved privacy, and better environmental conditions. The FCBP programme functions as soft infrastructure that enables residents to access support networks, enhance family relationships, develop employment skills, and build self-efficacy. Together, these interventions address the multidimensional challenges of urban poverty while fostering sustainable improvements in residents’ capacity to achieve housing security and economic stability. (4) Conclusions: The integration of transitional housing with capacity-building services demonstrates the effectiveness of the Urban Graduation Approach in addressing urban poverty. This model highlights the importance of viewing housing not merely as a physical shelter but as a comprehensive infrastructure for well-being that combines spatial improvements with targeted social support. Policy implications include the need for the continued development of integrated housing models and the scaling of successful elements to broader social housing programmes. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
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15 pages, 1329 KiB  
Article
A Low-Carbon Smart Campus Created by the Strategic Usage of Space—A Case Study of Korea University
by Da Yeon Park and Mi Jeong Kim
Buildings 2025, 15(12), 1972; https://doi.org/10.3390/buildings15121972 - 6 Jun 2025
Abstract
In the context of the building sector, university campus buildings play a crucial role in promoting a green economic transition toward carbon neutrality, as universities are among the largest emitters of greenhouse gases. This research proposed a strategy for the operation and management [...] Read more.
In the context of the building sector, university campus buildings play a crucial role in promoting a green economic transition toward carbon neutrality, as universities are among the largest emitters of greenhouse gases. This research proposed a strategy for the operation and management of university campuses that focused on reducing energy consumption by optimizing the utilization of building spaces. To gather empirical data, a case study was conducted to examine the energy consumption of campus buildings based on their characteristics at Korea University. The results indicated that effective space utilization, achieved through the efforts of stakeholders, led to a reduction in heating and cooling energy consumption. To achieve this, the study classified university buildings by considering both physical variables and human-centered factors that affect energy consumption, analyzed space usage behavior, and compared heating and cooling energy consumption across buildings. This study expands current knowledge because its approach differs from previous research, which has generally focused on using simulation tools to analyze factors associated with the physical aspects of buildings—such as the energy performance of a building envelope or the energy-efficiency of facility systems. Full article
18 pages, 3440 KiB  
Article
Experimental Evaluation of a Metal Polyhedron as a Rigid Node for Bamboo Joinery in Sustainable Construction
by Gonzalo Díaz-García and Marlon Farfán-Córdova
Buildings 2025, 15(12), 1971; https://doi.org/10.3390/buildings15121971 - 6 Jun 2025
Abstract
This study evaluates the effectiveness of rigid node connection prototypes for joining bamboo, in response to the growing need for sustainable construction solutions. Considering the superior mechanical properties of bamboo, including its flexibility and strength, the research focuses on the design and testing [...] Read more.
This study evaluates the effectiveness of rigid node connection prototypes for joining bamboo, in response to the growing need for sustainable construction solutions. Considering the superior mechanical properties of bamboo, including its flexibility and strength, the research focuses on the design and testing of nine connection prototypes subjected to compression, shear, and tensile tests in a laboratory. The results obtained demonstrate that the prototypes significantly exceed the established minimum strength criteria, with average maximum loads of 62.19 kN in compression tests, 10.16 kN in shear tests, and 25.41 kN in tensile adhesion tests. These findings not only confirm the viability of bamboo as a sustainable construction material but also highlight the need to develop efficient connection methods that integrate bamboo’s flexibility with the strength of other materials. Through these connections, bamboo presents itself as a solid alternative to address housing deficits and promote responsible construction practices. The research suggests continuing additional studies to strengthen knowledge about bamboo’s behavior in different construction contexts, thereby contributing to a more sustainable future in building. Full article
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45 pages, 3490 KiB  
Article
Planning for Cultural Connectivity: Modeling and Strategic Use of Architectural Heritage Corridors in Heilongjiang Province, China
by Lyuhang Feng, Jiawei Sun, Tongtong Zhai, Mingrui Miao and Guanchao Yu
Buildings 2025, 15(12), 1970; https://doi.org/10.3390/buildings15121970 - 6 Jun 2025
Abstract
This study focuses on the systematic conservation of historical architectural heritage in Heilongjiang Province, particularly addressing the challenges of point-based protection and spatial fragmentation. It explores the construction of a connected and conductive heritage corridor network, using historical building clusters across the province [...] Read more.
This study focuses on the systematic conservation of historical architectural heritage in Heilongjiang Province, particularly addressing the challenges of point-based protection and spatial fragmentation. It explores the construction of a connected and conductive heritage corridor network, using historical building clusters across the province as empirical cases. A comprehensive analytical framework is established by integrating the nearest neighbor index, kernel density estimation, minimum cumulative resistance (MCR) model, entropy weighting, circuit theory, and network structure metrics. Kernel density analysis reveals a distinct spatial aggregation pattern, characterized by “one core, multiple zones.” Seven resistance factors—including elevation, slope, land use, road networks, and service accessibility—are constructed, with weights assigned through an entropy-based method to generate an integrated resistance surface and suitability map. Circuit theory is employed to simulate cultural “current” flows, identifying 401 potential corridors at the provincial, municipal, and district levels. A hierarchical station system is further developed based on current density, forming a coordinated structure of primary trunks, secondary branches, and complementary nodes. The corridor network’s connectivity is evaluated using graph-theoretic indices (α, β, and γ), which indicate high levels of closure, structural complexity, and accessibility. The results yield the following key findings: (1) Historical architectural resources in Heilongjiang demonstrate significant coupling with the Chinese Eastern Railway and multi-ethnic cultural corridors, forming a “one horizontal, three vertical” spatial configuration. The horizontal axis (Qiqihar–Harbin–Mudanjiang) aligns with the core cultural route of the railway, while the three vertical axes (Qiqihar–Heihe, Harbin–Heihe, and Mudanjiang–Luobei) correspond to ethnic cultural pathways. This forms a framework of “railway as backbone, ethnicity as wings.” (2) Comparative analysis of corridor paths, railways, and highways reveals structural mismatches in certain regions, including absent high-speed connections along northern trunk lines, insufficient feeder lines in secondary corridors, sparse terminal links, and missing ecological stations near regional boundaries. To address these gaps, a three-tier transportation coordination strategy is recommended: it comprises provincial corridors linked to high-speed rail, municipal corridors aligned with conventional rail, and district corridors connected via highway systems. Key enhancement zones include Yichun–Heihe, Youyi–Hulin, and Hegang–Wuying, where targeted infrastructure upgrades and integrated station hubs are proposed. Based on these findings, this study proposes a comprehensive governance paradigm for heritage corridors that balances multi-level coordination (provincial–municipal–district) with ecological planning. A closed-loop strategy of “identification–analysis–optimization” is developed, featuring tiered collaboration, cultural–ecological synergy, and multi-agent dynamic evaluation. The framework provides a replicable methodology for integrated protection and spatial sustainability of historical architecture in Heilongjiang and other cold-region contexts. Full article
22 pages, 1614 KiB  
Article
Exploring Gamification’s Role in Shaping Socially Sustainable Urban Spaces: A Case Study of Gensen in SOLANA, Beijing
by Yanhua Yao, Zheyu Li and Sai Ma
Buildings 2025, 15(12), 1969; https://doi.org/10.3390/buildings15121969 - 6 Jun 2025
Abstract
This paper explores the innovative integration of digitalization and gamification in urban design to address social sustainability challenges in rapidly evolving cities. Using Gensen, a metaverse platform launched in 2024, as a case study, the research investigates how the convergence of virtual environments [...] Read more.
This paper explores the innovative integration of digitalization and gamification in urban design to address social sustainability challenges in rapidly evolving cities. Using Gensen, a metaverse platform launched in 2024, as a case study, the research investigates how the convergence of virtual environments and real urban spaces can foster new forms of social interaction, spatial usage, and community engagement. The motivation behind this study is to assess the potential of gamification in enhancing social sustainability within digitalized urban contexts. By introducing the opening event, “Treasure Hunting,” established by Gensen, the study examines how users engage with existing urban settings through a gamified approach. The research investigates how gameful design, facilitated by digitalization, can transform public spaces into more dynamic environments that encourage diverse participation while also addressing emerging risks such as spatial inequality resulting from varying levels of access to digital tools and literacy. The research questions focus on how gamification can bridge these gaps and contribute to creating more inclusive urban environments. In conclusion, the study argues that current gamified design approaches, based on digitalization, often overlook the playfulness inherent in physical environments and human interaction. However, a bottom-up approach that emphasizes individuals’ understanding of the inherent playfulness in existing urban spaces is still lacking. This aspect needs further exploration to inform and enhance gameful design strategies aimed at promoting social sustainability in urban development. Bridging this gap is essential for integrating digital interventions into everyday life, ultimately achieving a more effective gameful design in urban contexts. Full article
20 pages, 15751 KiB  
Article
A Study on the Quality Measurement of the 15-Minute Community Life Circle Based on Multisource Data in Qingdao
by Tong Zhou, Yaning Zhao, Yi Sheng, Jiabin Wang and Guannan Fu
Buildings 2025, 15(12), 1968; https://doi.org/10.3390/buildings15121968 - 6 Jun 2025
Abstract
With the shift of urbanization from large-scale expansion to high-quality transformation, the 15-minute community life circle (15-minute CLC) has emerged as a significant research focus. Enhancing the quality of 15-minute CLCs has become a critical issue requiring immediate attention. Based on the humanistic [...] Read more.
With the shift of urbanization from large-scale expansion to high-quality transformation, the 15-minute community life circle (15-minute CLC) has emerged as a significant research focus. Enhancing the quality of 15-minute CLCs has become a critical issue requiring immediate attention. Based on the humanistic perspective, this study systematically analyzes the concept of 15-minute CLC and deeply analyzes the actual demands of residents. In this way, it constructs a 15-minute CLC quality measurement system covering three dimensions: public service facility allocation, public space quality, and pedestrian environment quality. The study takes the central area of Qingdao as the research object. It uses GIS spatial analysis, big data mining, and deep learning to measure the quality of 25 15-minute CLCs in the study area. The results reveal significant spatial heterogeneity in quality metrics across different 15-minute CLCs. This study advances a scientific approach to measuring 15-minute CLC quality and provides evidence-based decision support for targeted urban renewal strategies. Its findings hold substantial practical implications for fostering high-quality 15-minute CLC development. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
26 pages, 1350 KiB  
Article
Spatial Perception: How Paper Art Realizes the Expansion Design of Urban Spaces
by Dingwei Zhang, Xiaotong Zhang and Hongtao Zhou
Buildings 2025, 15(12), 1967; https://doi.org/10.3390/buildings15121967 - 6 Jun 2025
Viewed by 15
Abstract
Aiming at the problems of insufficient function, cultural aphasia, and blunted perception faced by contemporary urban public space, this study explores the potential of paper-based materials in enhancing spatial quality and realizing spatial expansion effects, providing new solutions for urban renewal. Taking the [...] Read more.
Aiming at the problems of insufficient function, cultural aphasia, and blunted perception faced by contemporary urban public space, this study explores the potential of paper-based materials in enhancing spatial quality and realizing spatial expansion effects, providing new solutions for urban renewal. Taking the sensory plasticity, visual aesthetics, cultural carrying, and ecological and environmental protection of paper materials as the entry point, we constructed a theoretical model of “paper art space expansion”. Through the design intervention strategy, we explored the application of paper art in the design of interface, space, art creation, and cultural empowerment from visual and tactile perspectives. Through course design, artist interviews, and questionnaire analysis, the study shows that (1) paper material can achieve a balance between function and aesthetics through multi-dimensional design strategies; (2) its environmental attributes and emotional healing value can effectively enhance the emotional connection between people and space; and (3) the contemporary translation of paper art provides an important path for cultural empowerment. This study forms a three-dimensional design framework of “Perception Layer-Technology Layer-Cultural Layer” and proposes a set of innovative models for the application of paper materials in contemporary art and space design, which can provide support for the expansion of space and the increase in content. Future research will focus on the transition of paper art from decoration to the design paradigm of the cultural narrative of intelligent space, deepening the value of paper material as an ecological, cultural, and technological medium, and open up a new direction for the theory and practice of spatial design. At the same time, more attention will be paid to the exploration of the possibility of sensory healing for the blind and other special populations. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
29 pages, 510 KiB  
Article
Resident Satisfaction in Eco-Friendly Housing: Informing Sustainable Decision-Making in Urban Development
by Dan Wang, Yunbo Zhang, Radzi Ismail, Mohd Wira Mohd Shafiei and Terh Jing Khoo
Buildings 2025, 15(12), 1966; https://doi.org/10.3390/buildings15121966 - 6 Jun 2025
Viewed by 36
Abstract
The study examines how design quality, indoor air quality, and energy efficiency affect customer satisfaction in eco-friendly houses in Shanghai, China. Further, it examines how environmental awareness mediates community participation and resident satisfaction. A stratified sampling technique is used to collect the data [...] Read more.
The study examines how design quality, indoor air quality, and energy efficiency affect customer satisfaction in eco-friendly houses in Shanghai, China. Further, it examines how environmental awareness mediates community participation and resident satisfaction. A stratified sampling technique is used to collect the data from 742 eligible respondents in public and private eco-residential complexes. The results show that design, air quality, and energy efficiency improve customer satisfaction. At the same time, community engagement partially mediates these correlations, stressing the importance of social cohesion in enhancing residential area quality. Environmental awareness moderated the effects and boosted the happiness benefits of energy efficiency and indoor air quality. This research uses a comprehensive framework that includes psychological, environmental, and social components to make it stand out. Instead of studying green housing benefits in general, it accomplishes this inside China’s urban sustainability program. The results help policymakers, urban planners, and housing authorities make megacity green housing more desirable and livable. Full article
18 pages, 4823 KiB  
Article
A New Approach to Expanding Interior Green Areas in Urban Buildings
by Chyi-Gang Kuo, Chien-Wei Chiu and Pei-Shan Chung
Buildings 2025, 15(12), 1965; https://doi.org/10.3390/buildings15121965 - 6 Jun 2025
Viewed by 121
Abstract
Countries worldwide have implemented regulations on the green coverage ratio of new buildings to address the urban heat island effect. For example, Taipei City mandates that the green coverage rate of new buildings must be between 40% and 70%, while Singapore requires a [...] Read more.
Countries worldwide have implemented regulations on the green coverage ratio of new buildings to address the urban heat island effect. For example, Taipei City mandates that the green coverage rate of new buildings must be between 40% and 70%, while Singapore requires a green coverage rate of 100% or higher. Consequently, building greening is now a regulatory requirement rather than a preference. This study focuses on developing an indoor light-emitting-diode (LED) hydroponic inverted planting system to utilize ceiling space for expanding green areas in buildings. The light source of this system is suitable for both plant growth and daily lighting, thereby reducing electricity costs. The watertight planting unit does not require replenishment of the nutrient solution during a planting cycle for small plants, which can reduce water consumption and prevent indoor humidity. The modular structure allows various combinations, enabling interior designers to create interior ceiling scapes. Additionally, it is possible to grow aromatic plants and edible vegetables, facilitating the creation of indoor farms. Consequently, this system is suitable for high-rise residential buildings, office buildings, underground shopping malls, and indoor areas with limited or no natural light. It is also applicable to hospitals, clinics, wards, and care centers, where indoor plants alleviate psychological stress and enhance mental and physical health. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
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24 pages, 10257 KiB  
Article
Mechanical Performance Evaluation and Strengthening of Rectangular RC Columns with Deficient Lap Splices: Monotonic Loading Tests and Equivalent Plastic Hinge Modeling
by Yuheng Zhao, Fangxin Jiang, Xue Zhang and Yufeng Guo
Buildings 2025, 15(12), 1964; https://doi.org/10.3390/buildings15121964 - 6 Jun 2025
Viewed by 138
Abstract
Reinforced concrete columns constructed prior to the 1970s often exhibit deficient lap splices at the base, characterized by insufficient splice lengths. In response to the urgent need for an efficient seismic assessment of these vulnerable structural elements, this study proposed a modelling method [...] Read more.
Reinforced concrete columns constructed prior to the 1970s often exhibit deficient lap splices at the base, characterized by insufficient splice lengths. In response to the urgent need for an efficient seismic assessment of these vulnerable structural elements, this study proposed a modelling method for lap-spliced columns. Typically, numerical simulations of columns with lap splices require the cross-sections of the lap-spliced and non-lap-spliced zones to be established, a process that is complex and time-consuming. This paper proposes an equivalent distribution of curvature along the height of the column to represent the effect of lap splice defects on the mechanical behavior of columns, thereby reducing the modelling complexity of such components. Four large-scale column specimens with varying lap splice lengths were subjected to monotonic pushover loading to investigate the effect of splice length on failure modes, strain distribution, and displacement ductility. An active strengthening method was employed to improve the performance of columns with deficient lap splices. Applying lateral prestress to the strengthening devices improves the mechanical behavior of columns. The experimental results revealed that insufficient splice lengths lead to reduced ductility and stress-transfer capacity. The strengthened specimen demonstrated significantly improved ductility and enhanced stress-transfer efficiency, indicating a marked improvement in mechanical performance. The proposed equivalent plastic hinge model was established in OpenSees. A database was created to verify the accuracy of the model. The results showed the modelling method to be accurate. Full article
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24 pages, 11392 KiB  
Article
Microstructural Evolution and Rheological Enhancement of Asphalt–Rubber Binders: Unveiling the Role of Morphology in Performance
by Eslam Deef-Allah, Mohyeldin Ragab, Mohamed Attia and Magdy Abdelrahman
Buildings 2025, 15(12), 1963; https://doi.org/10.3390/buildings15121963 - 6 Jun 2025
Viewed by 144
Abstract
Understanding the development of an asphalt binder’s internal network structure is essential when interacting asphalt and crumb rubber. Thus, the focus of this study was to reveal the development of asphalt–rubber binders’ (A-RBs) network structures at different interaction times and their correlation with [...] Read more.
Understanding the development of an asphalt binder’s internal network structure is essential when interacting asphalt and crumb rubber. Thus, the focus of this study was to reveal the development of asphalt–rubber binders’ (A-RBs) network structures at different interaction times and their correlation with performance. Atomic force microscopy (AFM) was utilized to image the morphologies of the binders, and the binders’ performances were explored rheologically with a dynamic shear rheometer. Extending the interaction time to 8 h and utilizing a soft binder altered the network structures from agglomerated dispersoids—minuscule distributed phase zones embedded in the continuous matrix of the asphalt binder—to well-organized lamellar structures. At 8 h, using a softer binder increased stiffness by 25% and elasticity by 15%, accelerating early rubber dissolution. Extending the interaction time from 4 to 8 h increased rubber dissolution by 5–23%, depending on the binder type. The 150% increase in stress overshoot for A-RBs with the soft binder versus those with the stiff one reflects the development of the network structure. At 8 h, the soft binder reduced the AFM mean phase angle by 10% and the standard deviation by 64%, indicating a more homogeneous and stable network than that obtained with the stiff binder. Thus, the 8 h interaction time and soft binder facilitated rubber swelling and enhanced component diffusion, aiding in the formation of a homogeneous network. Full article
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27 pages, 6842 KiB  
Article
Non-Conventional and Sustainable Retrofitting of Fire-Exposed Reinforced Concrete Columns Using Basalt Fiber–Engineered Geopolymer Composites
by Ruba Palanivelu, Bhuvaneshwari Panchanatham, Adamantis G. Zapris and Violetta K. Kytinou
Buildings 2025, 15(12), 1962; https://doi.org/10.3390/buildings15121962 - 6 Jun 2025
Viewed by 146
Abstract
The increasing demand for sustainable and resilient construction solutions calls for the integration of innovative, non-conventional materials in structural retrofitting. This study investigates the use of basalt fiber-based engineered geopolymer composites (BFEGC) as a retrofitting material for fire-damaged reinforced concrete (RC) short columns. [...] Read more.
The increasing demand for sustainable and resilient construction solutions calls for the integration of innovative, non-conventional materials in structural retrofitting. This study investigates the use of basalt fiber-based engineered geopolymer composites (BFEGC) as a retrofitting material for fire-damaged reinforced concrete (RC) short columns. A total of 14 columns (150 mm × 150 mm × 650 mm) were cast. Two columns were used as control specimens. The remaining 12 columns were exposed to various fire conditions: 300 °C for 30 min, 600 °C for 20 min, and 900 °C for 15 min, followed by gradual (GC) or rapid cooling (RC). Among the columns, six were left unwrapped (GC-NW, RC-NW), while six others were retrofitted with BFEGC (GC-W, RC-W) and subjected to axial loading until failure. The results showed that BFEGC wrapping improved the mechanical performance of fire-damaged columns, especially at 600 °C. The 600RC-W columns exhibited 1.85 times higher ultimate load, 1.56 times greater displacement ductility, and 2.99 times higher energy ductility compared to unwrapped columns. The strength index and confinement coefficient of the 600RC-W columns increased by 2.31 times and 40.2%, respectively. Microstructural analysis confirmed the formation of salient hydration products under elevated temperatures. BFEGC shows significant reduction in carbon emissions and embodied energy, compared to conventional cement-based binders for fiber-reinforced polymer systems. Full article
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