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Buildings, Volume 14, Issue 8 (August 2024) – 334 articles

Cover Story (view full-size image): This study examined how the built environment, as a system, affects older adults’ ageing in place. Utilizing a systematic review of review papers, this research revealed that specific elements of the built environment, notably rational urban planning, accessible urban spaces, as well as adaptable housing designs, significantly impact ageing individuals’ health, social engagement, and overall satisfaction in life. It also identifies contradictory effects of various environmental features on cognitive health and well-being, underscoring areas that warrant further exploration. View this paper
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5 pages, 185 KiB  
Editorial
Lighting in Buildings
by Dorukalp Durmus, Wenye Hu and Lambros T. Doulos
Buildings 2024, 14(8), 2590; https://doi.org/10.3390/buildings14082590 - 22 Aug 2024
Viewed by 734
Abstract
Lighting in the built environment has evolved since the rapid uptake of solid-state lighting (SSL) devices [...] Full article
(This article belongs to the Special Issue Lighting in Buildings)
18 pages, 8001 KiB  
Article
Nonplanar Robotic Printing of Earth-Based Material: A Case Study Using Cob-like Mixture
by Lina Ahmad, Wassim Jabi and Marco Sosa
Buildings 2024, 14(8), 2589; https://doi.org/10.3390/buildings14082589 - 22 Aug 2024
Viewed by 841
Abstract
The study presents an integration of cob with robotic processes. By challenging conventional monolithic earth-building methods, the study proposes the use of spatial nonplanar formations that are robotically fabricated, presenting an alternative geometric language for earth construction. The research methodology is derived from [...] Read more.
The study presents an integration of cob with robotic processes. By challenging conventional monolithic earth-building methods, the study proposes the use of spatial nonplanar formations that are robotically fabricated, presenting an alternative geometric language for earth construction. The research methodology is derived from existing factors within the robotic lab, encompassing both constant and variable parameters. Through an experimental approach, the variables are systematically manipulated while observing the outcomes to identify patterns and relationships. Incremental refinements to the research conditions result in an optimal equilibrium state within the defined lab parameters. An empirical investigation approach serves as the foundation for controlling the printing process; wherein an iterative adjustment of the robot extrusion parameters is based on the behaviour of the deposited material. The outcome is several robotically printed cob nonplanar prototypes. Depending on their geometric formations and complexity, the printing process combined three variations: continuous, intervals, and modular. The latter enabled the production of a cob arch, serving as proof of feasibility for the creation of modular cob structures through a segmented assembly process. The study contributes to expanding the possibilities of cob construction by leveraging robotic technologies and paving the way for innovative applications of cob in contemporary architecture practices. Full article
(This article belongs to the Special Issue Research on Construction Innovation and Digitization)
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16 pages, 7108 KiB  
Article
Seismic Performance of Precast Steel Beam-Column Joint with Bolted Connection
by Yandan Chen, Yonggang Lu and Tong Liu
Buildings 2024, 14(8), 2588; https://doi.org/10.3390/buildings14082588 - 22 Aug 2024
Cited by 1 | Viewed by 818
Abstract
This paper introduces a modular, assembled steel beam-column flange connection joint that efficiently connects prefabricated beams and columns using high-strength bolts. It enables the rapid repair of damaged joints after earthquakes by replacing flange connectors and high-strength bolt groups. Four joint specimens with [...] Read more.
This paper introduces a modular, assembled steel beam-column flange connection joint that efficiently connects prefabricated beams and columns using high-strength bolts. It enables the rapid repair of damaged joints after earthquakes by replacing flange connectors and high-strength bolt groups. Four joint specimens with varying thicknesses and lengths of the inner flange sleeve, scaled at a 1:2 ratio, were fabricated to evaluate performance. These specimens were subjected to low circumferential reciprocal loads to investigate damage modes, hysteresis curves, skeleton curves, ductility performance, energy dissipation capacity, and seismic performance, including stiffness degradation. The test and analysis results reveal that the primary failure mode is characterized by bulging of the flange jacket cover, with damage concentrated in the plastic hinge zone at the beam end. The flange connection joint exhibits excellent load-bearing, rotational, and energy dissipation capacities. The ‘secondary strengthening’ feature significantly enhances joint load-bearing capacity, ductility performance, and energy dissipation, increasing overall safety redundancy. Increasing the thickness and length of the flange connector substantially improves seismic performance and enlarges the plastic development area. Full article
(This article belongs to the Special Issue Advanced Research and Prospect of Buildings Seismic Performance)
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17 pages, 18290 KiB  
Article
Research on Sustainable Spatial Governance in Rural Revitalization: A Case Study of the Most Beautiful Courtyard Design Competition and Renovation Practices in Fujian Province
by Leilei Meng, Jiajun Wu, Qianyi Liu and Wei Xu
Buildings 2024, 14(8), 2587; https://doi.org/10.3390/buildings14082587 - 22 Aug 2024
Viewed by 671
Abstract
As a pivotal component of rural revitalization, effective management of rural courtyard spaces is crucial for improving environmental quality and economic development. Utilizing the 2023 “Most Beautiful Courtyard” design competition in Guangze County as a backdrop, this study investigates the specific circumstances and [...] Read more.
As a pivotal component of rural revitalization, effective management of rural courtyard spaces is crucial for improving environmental quality and economic development. Utilizing the 2023 “Most Beautiful Courtyard” design competition in Guangze County as a backdrop, this study investigates the specific circumstances and practical challenges encountered during the courtyard transformation process. Based on a comprehensive literature review, this research establishes a unified indicator evaluation system; investigates the perspectives of villagers, designers, and managers; and conducts an in-depth analysis of the challenges faced in rural courtyard transformation practice. The goal is to offer substantial reference points for policy formulation and practical implementation, alongside recommendations for effective courtyard transformation. At the construction management level, the government should develop detailed operational guidelines for rural courtyard transformation, closely monitor construction progress, manage funds scientifically, and ensure efficient communication among the three groups. At the localization level, villagers’ daily production and life should be integrated with village cultural symbols, respecting and exploring localization factors. Adequate consideration of the ecological environment and climatic conditions is crucial to promoting the sustainable development of rural courtyards. Full article
(This article belongs to the Special Issue Sustainable City Development: Urban Planning and Housing Management)
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15 pages, 23340 KiB  
Article
Influence of the Mass Percentage of Bottom Ash and Its State of Maturation on the Mechanical Performance of a Bio-Composite
by Asmahan Taleb-Ahmed, Nicolas Montrelay, Koffi Justin Houessou, Michèle Quéneudec-t’Kint, Nassim Sebaibi and Rose-Marie Dheilly
Buildings 2024, 14(8), 2586; https://doi.org/10.3390/buildings14082586 - 22 Aug 2024
Viewed by 620
Abstract
This study examines the influence of the mass percentage and maturation stage of bottom ash on bio-composite mechanical strength. Two kinds of bottom ash were used: matured and non-matured. To elaborate the composites, several different percentages of bottom ash were mixed with an [...] Read more.
This study examines the influence of the mass percentage and maturation stage of bottom ash on bio-composite mechanical strength. Two kinds of bottom ash were used: matured and non-matured. To elaborate the composites, several different percentages of bottom ash were mixed with an organic matrix. Casein, starch, alginate, polyethylene glycol, pre-vulcanized natural latex, and water are the components of matrix. The idea was to use as much bottom ash as possible, since it can be used as 80% or more as the main charge, which was in prismatic form for mechanical testing after drying. The results show that whatever the state of maturation of the bottom ash, the resistances present a maximum for a percentage of bottom ash equal to 85%. It could also be noticed that non-matured bottom ash composites have better mechanical strengths than composites with matured bottom ash. This is due to the decrease in porosity of the composites and to the improvement in their structural integrity. These new composites could solve some of the solid waste problems created by bottom ash production. As the matrix is made from organic resources, it saves energy and reduces the carbon footprint. This bio-composite contributes to the circular economy by giving waste a second life. Full article
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25 pages, 614 KiB  
Article
Systems Engineering in the Business Case Phase to Reduce Risk in Megaprojects
by Will Serrano
Buildings 2024, 14(8), 2585; https://doi.org/10.3390/buildings14082585 - 22 Aug 2024
Viewed by 1125
Abstract
One of the main Frequently Asked Questions (FAQs) in project management for built environment or physical infrastructure projects is “How will this project scope be delivered on time and under budget, addressing health and safety in a sustainable way?” This article presents a [...] Read more.
One of the main Frequently Asked Questions (FAQs) in project management for built environment or physical infrastructure projects is “How will this project scope be delivered on time and under budget, addressing health and safety in a sustainable way?” This article presents a parallel point of view summarised in a competing question: “Have you followed a systems engineering methodology to detail interfaces and integrations in the business case?” Megaprojects face multiple risks that incur project delays and cost overruns; hence, this article proposes a simple but nevertheless innovative model that incorporates a systems engineering framework at the start of the built environment or physical infrastructure project: the business case phase. This proposed approach seeks to derisk megaprojects composed of complex systems of systems (SoSs) in their earliest stage when financial decisions based on cost estimations have to be made. The scope of this article covers built environment and physical infrastructure projects and their associated ICT, digital, and technology programmes, rather than purely IT developments. The inconvenient truth is this additional systems engineering task embedded in the business case comes at a further project CAPEX cost that decision makers or stakeholders should be willing to accept as it provides a wider technical vision of the project and better quantifies the Return on Investment (ROI). Full article
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18 pages, 6049 KiB  
Article
Research on the Mechanism and Application of High Pre-Tension on the Crack-Arresting Effect of Rockbolt Anchorage
by Bowen Wu, Jucai Chang, Xiangyu Wang, Wenbao Shi, Chuanming Li and Dingchao Chen
Buildings 2024, 14(8), 2584; https://doi.org/10.3390/buildings14082584 - 22 Aug 2024
Viewed by 591
Abstract
In order to investigate the effect of pre-tension on the anchoring and crack-arresting effect of rockbolts, a theoretical model of stress intensity factor at the crack tip in anchored surrounding rock was established using fracture mechanics theory. An expression for the difference in [...] Read more.
In order to investigate the effect of pre-tension on the anchoring and crack-arresting effect of rockbolts, a theoretical model of stress intensity factor at the crack tip in anchored surrounding rock was established using fracture mechanics theory. An expression for the difference in stress intensity factor due to axial force on the rockbolt was derived, exploring the influence of pre-tension on the stress intensity factor of cracks. A numerical model of anchored crack specimens was developed using UDEC (V6.0) software to simulate and analyze the mechanical performance and damage characteristics of specimens anchored with different pre-tension. The results indicate that the difference in stress intensity factor of cracks is positively correlated with pre-tension. High-pre-tensioned rockbolts can effectively reduce the stress intensity factor of cracks. Prestressed rockbolts can alter the failure mode of rock masses from shear failure along pre-existing cracks to tensile splitting failure. The application of high pre-tension significantly enhances the strength of the rock mass, reducing both the damage degree and the number of internal cracks. After anchoring with high-pre-tensioned rockbolts, the peak strength and elastic modulus of the crack specimens increased by 22.5% and 31.9%, respectively, while damage degree decreased by 17.4%, the number of shear cracks decreased by 22.6%, and the number of tensile cracks decreased by 42.9%. The pre-tensioned rockbolt method proposed in this study was applied to the support of roadway widening. Field monitoring data indicated that the axial force of the rockbolts in the test section generally exceeded 60 kN, effectively controlling the deformation of the roadway surrounding the rock. The convergence of the two sides decreased by 22%, and borehole inspections showed a significant reduction in internal cracks. The research results provide a theoretical basis for controlling the discontinuous deformation of deep broken surrounding rock roadways. Full article
(This article belongs to the Special Issue Structural Analysis of Underground Space Construction)
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17 pages, 10332 KiB  
Article
Research on New Method for Safety Testing of Steel Structures—Combining 3D Laser Scanning Technology with FEA
by Kaichao Wang, Guojie Zhang, Tianqi Yi and Xiaoxiong Zha
Buildings 2024, 14(8), 2583; https://doi.org/10.3390/buildings14082583 - 22 Aug 2024
Viewed by 676
Abstract
This paper introduces a novel approach to assessing structural safety, specifically aimed at evaluating the safety of existing structures. Firstly, a point cloud model of the existing commercial complex was captured utilizing three-dimensional (3D) laser scanning technology. Subsequently, an intelligent method for identifying [...] Read more.
This paper introduces a novel approach to assessing structural safety, specifically aimed at evaluating the safety of existing structures. Firstly, a point cloud model of the existing commercial complex was captured utilizing three-dimensional (3D) laser scanning technology. Subsequently, an intelligent method for identifying holes within the point cloud model was proposed, built upon a YOLO v5-based framework, to ascertain the dimensions and locations of holes within the commercial complex. Secondly, Poisson surface reconstruction, coupled with partially self-developed algorithms, was employed to reconstruct the surface of the structure, facilitating the three-dimensional geometric reconstruction of the commercial complex. Lastly, a finite element model of the framed structure with holes was established using the reconstructed 3D model, and a safety analysis was conducted. The research findings reveal that the YOLO v5-based intelligent hole identification method significantly enhances the level of intelligence in point cloud data processing, reducing manual intervention time and boosting operational efficiency. Furthermore, through Poisson surface reconstruction and the self-developed algorithms, we have successfully achieved automated surface reconstruction, where the resulting geometric model accurately reflects the dimensional information of the commercial complex. Additionally, the maximum uniformly distributed surface load that the floor slabs within the framed structure with holes can withstand should not exceed 17.7 kN/m2, and its vertical deformation resistance stiffness is approximately 71.6% of that of a frame without holes. Full article
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25 pages, 10088 KiB  
Article
Adobe Blocks Reinforced with Vegetal Fibres: Mechanical and Thermal Characterisation
by Angelica Rocco, Romeu Vicente, Hugo Rodrigues and Victor Ferreira
Buildings 2024, 14(8), 2582; https://doi.org/10.3390/buildings14082582 - 22 Aug 2024
Viewed by 892
Abstract
The present study is based on the characterisation of adobe blocks of the central region of Portugal. It is recognised that the safeguarding of the existing building stock of constructions in the traditional adobe construction technique, through different levels interventions, should also preserve [...] Read more.
The present study is based on the characterisation of adobe blocks of the central region of Portugal. It is recognised that the safeguarding of the existing building stock of constructions in the traditional adobe construction technique, through different levels interventions, should also preserve the historical and cultural identity of the area as well as the traditional construction techniques, starting from the ground itself. Soil, as a repository of valuable information on the history of the site, underpins the conservation and preservation process. However, the soil is a local expression of the site, and a precise knowledge of its characteristics is necessary to hypothesise building recovery strategies. For this reason, the characteristics of adobe blocks from old buildings in the village of Torres in Anadia, in a rural area that has not yet been the subject of scientific research, were evaluated. These adobe blocks were taken from the buildings to be used in the laboratory to determine the similar mixing rates for the new adobe mixtures by analysing the material’s chemical, physical, mechanical, and thermal properties, as well as its particle size distribution. In the study area, a wetland was identified characterised by a notable presence of vegetation, namely bunho and junco (Schoenoplectus lacustris L.). These fibres, which can be assimilated to Typha, are wild aquatic plants that can impair the biodiversity of wetlands but which, used as reinforcement for the production of adobe bricks, can stimulate new, more sustainable forms of economy in in the area, which is classified as rural. The fibres were divided into two groups of 10–30 mm and 30–60 mm in length, and compositions with an additional 1 to 3% of fibres were formulated. This experimental approach was useful for understanding how the length and quantity of these fibres influence the performance of the material, thus contributing to improving knowledge about the behaviour of adobe blocks in relation to the incorporation of vegetable fibre reinforcement. The research findings reveal that the length of the fibres and percentage of incorporation have a significant impact on the mechanical behavior of the material, particularly in relation to its compressive strength up to 50%. The tested formulations were also assessed with respect to capillarity, for which most of the formulations were classified as weakly capillary, with a capillary index (Cb) of less than 20. With respect to thermal conductivity, the incorporation of fibres led to a reduction of up to 20%. The characterisations demonstrate that the optimisation of adobe is the initial stage in attaining comprehensive insight into the heritage of traditional construction in the central region of Portugal, with a particular focus on the village of Torres and the ancient adobe construction technique. Full article
(This article belongs to the Special Issue Advanced Sustainable Low-Carbon Building Materials)
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25 pages, 1333 KiB  
Article
Dilemmas and Solutions for Sustainability-Based Engineering Ethics: Lessons Learned from the Collapse of a Self-Built House in Changsha, Hunan, China
by Dina Tang and Minshui Huang
Buildings 2024, 14(8), 2581; https://doi.org/10.3390/buildings14082581 - 22 Aug 2024
Cited by 1 | Viewed by 1623
Abstract
With the rapid development of engineering construction in China, especially the emergence of large-scale engineering projects and self-built residential houses, ethical issues in engineering have become increasingly prominent. Engineering ethics encompass the moral issues within engineering practice. Currently, engineering ethics in China is [...] Read more.
With the rapid development of engineering construction in China, especially the emergence of large-scale engineering projects and self-built residential houses, ethical issues in engineering have become increasingly prominent. Engineering ethics encompass the moral issues within engineering practice. Currently, engineering ethics in China is in its early stages, due to a lack of practical experience and a comprehensive set of ethical norms and operational systems. To effectively prevent and control safety issues in self-built housing projects, and to avoid accidents, this paper firstly focuses on the causes of the collapse of self-built houses in Changsha on 29 April 2022, from the perspective of engineering ethics. By utilizing the meanings and relevant theories of engineering ethics, this paper analyzes the three ethical dilemmas involved in the collapse of self-built houses: the ethical dilemma faced by engineers, the dilemma of government credibility, and the dilemma of engineering ethics education. Subsequently, recommendations are proposed to address these dilemmas, focusing on enhancing engineers’ ethical perspectives, improving government credibility, and strengthening engineering ethics education. Finally, an analysis and decision-making model is constructed based on the Civil Code of the People’s Republic of China. The research findings of this paper have certain reference significance for ensuring the safety of residential buildings, which can effectively motivate governments, owners, designers, constructors, managers, and users to actively develop and promote high-quality sustainable buildings. Full article
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16 pages, 6503 KiB  
Article
A Study on the Influence of Anchor Rods’ Layout on the Uplift Resistance Characteristics of Inclined Anchor Short-Pile Foundations Based on FEA
by Yiran Gao, Yiqing Zhang, Qiang Xie, Quan Liu, Tinglei Liu, Ting You, Xiang Fu, Jun Duan, Peiyuan Qin, Tao Yang and Yucheng Chen
Buildings 2024, 14(8), 2580; https://doi.org/10.3390/buildings14082580 - 22 Aug 2024
Viewed by 625
Abstract
In the steep terrain of southwestern China, there are numerous complex strata characterized by thin overburden layers and well-behaved underlying bedrock, yet excavation poses significant challenges. This situation is unfavorable for the construction of transmission towers’ foundations. To address this issue, inclined anchor [...] Read more.
In the steep terrain of southwestern China, there are numerous complex strata characterized by thin overburden layers and well-behaved underlying bedrock, yet excavation poses significant challenges. This situation is unfavorable for the construction of transmission towers’ foundations. To address this issue, inclined anchor short-pile foundations have been proposed as foundations for transmission towers. These foundations not only reduce the depth and construction difficulty of excavation but also make full use of the load-bearing capacity of the bedrock. To investigate the influence of the anchor rods’ layout on the uplift resistance characteristics of inclined anchor short-pile foundations, numerical models were established using FLAC3D. The effects of the anchor rods’ position and the length of the free segment on the uplift resistance characteristics of inclined anchor short-pile foundations were explored. The results indicated that variations in the anchor rods’ position and the length of the free segment had minimal impact on the uplift resistance characteristics of inclined anchor short-pile foundations. The pile head displacements of short piles with different anchor rod positions were similar under both loading conditions. Under pure uplift loads, the maximum displacement before failure was approximately 13 mm, while under combined uplift and horizontal loads, the maximum displacement before failure was around 15 mm. Placing the anchor rod too low increased the difficulty of construction, while positioning it too high resulted in a shorter embedment length of the anchor rod in the pile’s body, leading to potential failure at the pile–anchor node. Therefore, it is recommended to position the anchor rod near the center of the short pile’s body. As the length of the free segment of the anchor rod decreased, there was a slight reduction in the displacement under the same uplift loading conditions, with an overall difference of less than 5%. However, if full-length anchoring was adopted, the anchor rod was prone to tensile shear failure. Compared with short-pile foundations of the same size, inclined anchor short-pile foundations demonstrated enhanced ultimate bearing capacity under uplift and combined uplift and horizontal loading. The improvement was more significant when horizontal loads were present. Under horizontal loading, the ultimate uplift bearing capacity of inclined anchor short-pile foundations decreased by only 14%, whereas that of single-pile foundations decreased by 24%. Full article
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15 pages, 241 KiB  
Article
Associations between Predictors of Indoor Air Quality in Kosovo and Health Symptoms in a Large Representative Survey
by Antigona Ukëhaxhaj, Naser Ramadani, Besa Sutaj, Hanns Moshammer, Drita Zogaj, Fatih Sekercioglu and Bujar Rexhepi
Buildings 2024, 14(8), 2579; https://doi.org/10.3390/buildings14082579 - 22 Aug 2024
Viewed by 769
Abstract
Because most human activities take place inside, indoor air quality is essential to human health. Numerous factors contribute to Kosovo’s air pollution, including traffic, industrial emissions, aging thermal power plants, home heating, and other hazardous pollutants. The National Institute of Public Health and [...] Read more.
Because most human activities take place inside, indoor air quality is essential to human health. Numerous factors contribute to Kosovo’s air pollution, including traffic, industrial emissions, aging thermal power plants, home heating, and other hazardous pollutants. The National Institute of Public Health and the WHO conducted a representative household survey to identify the most exposed and susceptible households, targeting two thousand households. Data from this survey were analyzed regarding the relationship between residential air quality predictors and health symptoms in Kosovo inhabitants. Effects from cooking fuel used on headaches, dizziness, and fatigue were somewhat stronger in females and type of heating seemed a little bit more effective in winter. The latter was also true for respiratory problems and heart disease, lending some credence to the causality of the findings. Thus, cooking devices and energy sources for both heating and cooking seem to have an effect on the health of Kosovars. Although the effect estimates were, in general, moderate with adjusted odds ratios in the magnitude of 2 to 3, they only explained a small part of the variation, with pseudo-R² often only reaching less than 10% and rarely more than 20%. In order to improve indoor air quality, regular monitoring and supervision systems should be established across the nation. Full article
(This article belongs to the Special Issue Indoor Air Quality in Buildings)
15 pages, 260 KiB  
Article
Embracing Artificial Intelligence (AI) in Architectural Education: A Step towards Sustainable Practice?
by Dragan Komatina, Mirjana Miletić and Marija Mosurović Ružičić
Buildings 2024, 14(8), 2578; https://doi.org/10.3390/buildings14082578 - 21 Aug 2024
Viewed by 1747
Abstract
This study explores the impact of artificial intelligence (AI) on the behavior and knowledge of final-year architectural students in Serbia and Montenegro. It aims to describe how students approach sustainability in architecture and their use of AI tools within this context. The primary [...] Read more.
This study explores the impact of artificial intelligence (AI) on the behavior and knowledge of final-year architectural students in Serbia and Montenegro. It aims to describe how students approach sustainability in architecture and their use of AI tools within this context. The primary objective is to analyze how AI affects students’ understanding of sustainable architecture indicators and how sustainability challenges and concerns influence AI applications. Using a comparative analysis approach across the two countries, this research employs surveys to test various hypotheses regarding the effects of AI on students’ perceptions of sustainability and their use of AI to achieve sustainable outcomes. The findings highlight a significant relationship between students’ knowledge of sustainability and their use of AI, revealing different influencing factors. These insights are essential for predicting future AI usage in architectural practice and provide a theoretical foundation for assumptions about sustainability in architecture. This study’s findings offer valuable guidance for refining curricula at the universities involved, aiming to enhance the integration of AI and sustainability in architectural education. Full article
(This article belongs to the Special Issue Applications of Artificial Intelligence in Building Development)
18 pages, 12105 KiB  
Article
Digital-Twin-Based Operation and Maintenance Management Method for Large Underground Spaces
by Haitao Wang, Caizhao Yu, Jiarong Zheng, Yihong Jia, Zhansheng Liu and Kai Yang
Buildings 2024, 14(8), 2577; https://doi.org/10.3390/buildings14082577 - 21 Aug 2024
Viewed by 862
Abstract
Large underground spaces are complex and huge, with problems such as fragmented data that cannot be shared, outdated management methods, and high operation and maintenance costs. The digitization of building information and the use of digital twin technology can effectively improve the efficiency [...] Read more.
Large underground spaces are complex and huge, with problems such as fragmented data that cannot be shared, outdated management methods, and high operation and maintenance costs. The digitization of building information and the use of digital twin technology can effectively improve the efficiency of building operation and maintenance. Using information technology to build a digital-twin-based operation and maintenance management system, the huge and discrete data and equipment system information are effectively integrated and explored for application. First, we analyze the shortcomings of the traditional delivery and operation and maintenance methods and introduce the necessity of a new method of operation and maintenance management based on digital twin; then, we divide the operation and maintenance information of the construction project into four major categories of spatial information and eight major categories of equipment information and complete the coding work, and the categorized data serve as the data basis for operation and maintenance; second, we develop a digital twin operation and maintenance management platform based on the operation and maintenance data of BIM; finally, we carry out case validation for the three major constructions. Finally, case validation is carried out for three major buildings and a large underground space and the practical application shows that the operation and maintenance management system based on digital twin technology provides technical guarantee for decentralized information and system integration management and the information management quality and efficiency of the operation and maintenance process are effectively improved. Through the practice of summarizing the experience, which is worth learning, we aim to create a large underground space operation and maintenance management method to provide a reference. Full article
(This article belongs to the Section Construction Management, and Computers & Digitization)
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1 pages, 148 KiB  
Correction
Correction: Defalla Abdel Hafez et al. Recycled Chicken Feather Sand as a Partial Replacement for Natural Sand for Producing Eco-Friendly Mortar. Buildings 2023, 13, 421
by Radwa Defalla Abdel Hafez, Marijana Hadzima-Nyarko, Samir M. Ahmed and Bassam A. Tayeh
Buildings 2024, 14(8), 2576; https://doi.org/10.3390/buildings14082576 - 21 Aug 2024
Viewed by 356
Abstract
Missing Citation [...] Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
19 pages, 4010 KiB  
Article
High-Speed Train-Induced Vibration of Bridge–Soft Soil Systems: Observation and MTF-Based ANSYS Simulation
by Kangming Zhong, Xiaojun Li and Zhenghua Zhou
Buildings 2024, 14(8), 2575; https://doi.org/10.3390/buildings14082575 - 21 Aug 2024
Viewed by 583
Abstract
In this paper, a multi-transmitting formula (MTF) was integrated into ANSYS software through secondary development, enabling dynamic finite element simulation of wave propagation in infinite domains. The numerical reliability and accuracy of the MTF were verified through a plane wave problem involving a [...] Read more.
In this paper, a multi-transmitting formula (MTF) was integrated into ANSYS software through secondary development, enabling dynamic finite element simulation of wave propagation in infinite domains. The numerical reliability and accuracy of the MTF were verified through a plane wave problem involving a homogeneous elastic half-space, as well as 3D scattering and source problems in a three-layered soil site. Additionally, a comparative analysis of various artificial boundaries was conducted to highlight the advantages of the MTF. Field observations of environmental vibrations caused by high-speed railway operations revealed localized amplification of vibrations along the depth direction at the Kunshan segment of the Beijing–Shanghai high-speed railway. Based on these observations, a series of numerical analyses were conducted using the customized ANSYS integrated with the MTF to investigate the underlying causes and mechanisms of this phenomenon, as well as the spatial variation characteristics of foundation vibrations induced by bridge vibrations during high-speed train operations. This study reveals the mechanism by which the combined effect of bridge piles and soft soil layers influences the depth variation in peak ground accelerations during site vibrations. It also demonstrates that the presence of bridge piers and pile foundations effectively reduces vibration intensity in the vicinity of the railway, playing a crucial role in mitigating vibrations induced by high-speed train operations. Full article
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28 pages, 29403 KiB  
Article
The Daylighting Optimization of Integrated Suspended Particle Devices Glazing in Different School Typologies
by Abdelhakim Mesloub, Mohammed Mashary Alnaim, Ghazy Albaqawy, Khaled Elkhayat, Rim Hafnaoui, Aritra Ghosh and Mohammed Salah Mayhoub
Buildings 2024, 14(8), 2574; https://doi.org/10.3390/buildings14082574 - 21 Aug 2024
Cited by 1 | Viewed by 781
Abstract
The design of school building typologies, along with the use of advanced glazing systems such as suspended particle devices (SPD), is crucial for determining visual comfort for students. Recent research has focused on integrating SPD in architectural elements such as skylights, clerestories, and [...] Read more.
The design of school building typologies, along with the use of advanced glazing systems such as suspended particle devices (SPD), is crucial for determining visual comfort for students. Recent research has focused on integrating SPD in architectural elements such as skylights, clerestories, and windows. In hot desert climates, minimizing window areas, employing shading mechanisms, and utilizing daylighting features such as courtyards and atriums are practical. This study explores the optimization of various architectural components in classroom designs, including Window Wall Ratios (WWR), Skylight Ratios (SR), floor levels, cardinal orientation, and SPD switching states. Using a detailed and comprehensive radiance simulation via Rhino-Grasshopper and Colibri 2.0, we conducted a thorough analysis and optimization of the SPD glazing system across different states on both annual and hourly bases. The results indicate that optimizing SPD transmittance states between 30–40%, maintaining WWRs from 20–40%, and incorporating a large skylight ratio significantly enhances the recommended work plane illuminance (WPI) and the uniformity index (Ui) of the tested typologies. This optimization improves glare control across various building typologies and provides a roadmap for architects aiming to design learning spaces that prioritize visual comfort and overall student well-being. Full article
(This article belongs to the Section Building Energy, Physics, Environment, and Systems)
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15 pages, 11229 KiB  
Article
Efficacy of Accelerated Carbonation Curing and Its Influence on the Strength Development of Concrete
by Akarsh Padmalal, Kishor S. Kulkarni, Pradeep Rawat and H. K. Sugandhini
Buildings 2024, 14(8), 2573; https://doi.org/10.3390/buildings14082573 - 21 Aug 2024
Viewed by 994
Abstract
The building sector is figuring out how to lower its embodied CO2 in a sustainable way. The technology, known as Carbon Capture, Utilization, and Storage (CCUS), offers a possible remedy for this issue. Accelerated carbonation is one method of sequestering CO2 [...] Read more.
The building sector is figuring out how to lower its embodied CO2 in a sustainable way. The technology, known as Carbon Capture, Utilization, and Storage (CCUS), offers a possible remedy for this issue. Accelerated carbonation is one method of sequestering CO2 in concrete. In this study, an M25 grade of concrete is made using Ordinary Portland Cement with 0–30% replacements of Class F fly ash. The specimens were exposed to accelerated carbonation curing for 6 h, 24 h, and 72 h, and then the specimens were tested for their compressive strength, carbonation depth, and pH. The CO2 uptake was measured by Thermogravimetric analysis (TGA), and the occurrence of carbonation was confirmed using X-ray diffraction (XRD) and Scanning Electron Microscopy (SEM). The results of the study indicate a significant improvement in the compressive strength with a percentage increase of 70.46%, 111.28%, 30.36%, and 36.69%, respectively, for 0%, 10%, 20%, and 30% fly ash contents in concrete samples subjected to 72 h of accelerated carbonation curing without affecting its alkalinity. The study reiterated that accelerated carbon curing is an advisable method for countries like India that are undergoing rapid economic developments. Full article
(This article belongs to the Special Issue Advanced Building Technologies for Energy Savings and Decarbonization)
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13 pages, 9397 KiB  
Article
A Dynamic Iwan Model to Describe the Impact Failure of Bolted Joints
by Hao Chen, Zhiming Hao, Jinxin Kuang and Jicheng Li
Buildings 2024, 14(8), 2572; https://doi.org/10.3390/buildings14082572 - 21 Aug 2024
Cited by 1 | Viewed by 528
Abstract
Due to the nonlinearity of the contact interface, as well as the material, jointed structures exhibit complex mechanical behaviors under impact loading. In order to accurately characterize the dynamic response of a joint, this work presents a nonlinear dynamic model (DICF model). First, [...] Read more.
Due to the nonlinearity of the contact interface, as well as the material, jointed structures exhibit complex mechanical behaviors under impact loading. In order to accurately characterize the dynamic response of a joint, this work presents a nonlinear dynamic model (DICF model). First, the effects of loading velocity, preload and friction coefficient on the displacement–load curve are discussed based on a validated finite element model. Numerical simulation results show that the critical load and critical displacement are linearly related to the normalized logarithmic velocity and linearly related to the normalized preload and friction coefficient. Subsequently, a DICF model that consists of sliding, collision and failure is proposed. The constitutive relations of the model are derived, and dynamic correction functions are introduced to characterize the effects of velocity, preload and friction coefficient. A parameter identification method for the model is also provided. Finally, the DICF model is compared with the finite element simulation results, with an error of 0.43% for quasi-static conditions, a minimum error of 0.17% and a maximum error of −1.41% for impact conditions, in addition to significantly improved accuracy compared to the EC3 model, which indicates that it can effectively capture the behavior of bolted joints under impact loading conditions. Full article
(This article belongs to the Section Building Structures)
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20 pages, 7791 KiB  
Article
Experimental Study of the Mechanical Behavior of a Steel Arch Structure Used in the Main Lining of a Highway Tunnel
by Changjun Li, Yizhou Zhuang, Yuquan Lu, Guoping Zheng, Yunhui Zheng, Wenhao Li, Chenbo Xue, Hongyu Guo and Yuchao Fang
Buildings 2024, 14(8), 2571; https://doi.org/10.3390/buildings14082571 - 21 Aug 2024
Viewed by 661
Abstract
The steel rib and the lattice girder are two typical steel arch frames used in the primary lining of the New Austrian Tunnelling Method (NATM) highway tunnel. In the process of tunnel construction, it is necessary to choose the support method according to [...] Read more.
The steel rib and the lattice girder are two typical steel arch frames used in the primary lining of the New Austrian Tunnelling Method (NATM) highway tunnel. In the process of tunnel construction, it is necessary to choose the support method according to the mechanical properties, durability, construction difficulty, and economic benefits. In order to analyze the mechanical characteristics of steel arch frames, a loading and measurement test system for steel arch was designed, and destructive tests were carried out on a three-bar lattice girder, four-bar lattice girder, and I-beam steel rib. The steel utilization coefficient was introduced to compare the mechanical properties of the different types of steel frames. The results show that the I-beam steel rib has the largest steel utilization coefficient, but it is not well combined with concrete. Among the lattice girders, the three-bar W-shaped lattice girder uses the least amount of steel under the same load, which reduces the construction cost and is worth applying and popularizing. Additionally, the steel utilization coefficient of different types of lattice girders can be optimized through the ratio of steel bar diameters. It is proved that the steel utilization coefficient can provide a reference for the evaluation and selection of steel frames for the primary lining of highway tunnel engineering. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
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19 pages, 3175 KiB  
Article
Reinforced Autoclaved Aerated Concrete: Structural Assessment and Retrofitting
by Luigi Di Sarno and Danah Albuhairi
Buildings 2024, 14(8), 2570; https://doi.org/10.3390/buildings14082570 - 20 Aug 2024
Viewed by 1098
Abstract
The sudden collapse of a school roof in the UK brought widespread attention to the structural integrity of buildings constructed with reinforced autoclaved aerated concrete (RAAC), a material widely used from the 1950s to the mid-1990s. RAAC, known for its lightweight and insulating [...] Read more.
The sudden collapse of a school roof in the UK brought widespread attention to the structural integrity of buildings constructed with reinforced autoclaved aerated concrete (RAAC), a material widely used from the 1950s to the mid-1990s. RAAC, known for its lightweight and insulating properties, has been found to suffer from weak compressive strength, poor reinforcement anchorage, and high susceptibility to environmental degradation. The structural profiles of RAAC panels in the UK are unique, particularly in their reinforcement configurations and failure modes, which limits the applicability of the existing literature from other regions. This paper conducts a state-of-the-art review, identifying a significant gap in current research due to the unique challenges posed by RAAC in the UK, and highlights the need for novel methodologies. In response to this gap, the paper introduces a multi-criteria decision analysis (MCDA) framework utilising the decision-making trial and evaluation laboratory (DEMATEL) method to assess the interdependencies of RAAC defects. This methodology quantifies the influence of observed defects and guides the selection of appropriate remediation strategies, offering a more structured and objective approach to RAAC panel assessment and retrofitting. Practically, this study aligns with ongoing research efforts towards the digitalisation of RAAC management by integrating the MCDA model within digital asset management systems. This integration supports a holistic approach to addressing the RAAC crisis, enhancing current efforts to digitalise the surveying and management processes and ensuring safer long-term solutions. Full article
(This article belongs to the Collection Advanced Concrete Materials in Construction)
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25 pages, 1236 KiB  
Review
A Review of the Application of Synthetic and Natural Polymers as Construction and Building Materials for Achieving Sustainable Construction
by Jolanta Tamošaitienė, Shokoh Parham, Hadi Sarvari, Daniel W. M. Chan and David J. Edwards
Buildings 2024, 14(8), 2569; https://doi.org/10.3390/buildings14082569 - 20 Aug 2024
Cited by 1 | Viewed by 1726
Abstract
With the advancement of human society, more construction and building materials are required to produce sustainable construction. The advancement of polymer materials and their use in building construction has been improved. Compared to inorganic materials, polymer materials offer numerous superior qualities and may [...] Read more.
With the advancement of human society, more construction and building materials are required to produce sustainable construction. The advancement of polymer materials and their use in building construction has been improved. Compared to inorganic materials, polymer materials offer numerous superior qualities and may also be modified to increase their usefulness. Additionally, although bio-polymeric materials have effectively supplanted many conventional materials in various relevant disciplines, their applications in construction, including building façades and so on, have been quite limited up to now. Nowadays, most architects and engineers find it challenging to choose materials due to the proliferation of new materials and the market availability of various manufacturing techniques. This emphasizes the necessity of adopting a unique scientific strategy for the materials selection process to assist in picking the most suitable materials for the necessary civil application rather than following an obsolete traditional selection path that depends mostly on prior subjective personal experiences. This review article has identified critical concerns, inspired more study, and provided crucial insights into the prospective field of synthetic and natural construction and building polymeric materials towards sustainable construction. Full article
(This article belongs to the Special Issue Advances in Sustainable Building Materials)
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33 pages, 11569 KiB  
Article
Towards Climate, Bioclimatism, and Building Performance—A Characterization of the Brazilian Territory from 2008 to 2022
by Mario A. da Silva, Giovanni Pernigotto, Andrea Gasparella and Joyce C. Carlo
Buildings 2024, 14(8), 2568; https://doi.org/10.3390/buildings14082568 - 20 Aug 2024
Viewed by 932
Abstract
Representative weather data are fundamental to characterizing a place and determining ideal design approaches. This is particularly important for large countries like Brazil, whose extension and geographical position contribute to defining diverse climatic conditions along the territory. In this context, this study intends [...] Read more.
Representative weather data are fundamental to characterizing a place and determining ideal design approaches. This is particularly important for large countries like Brazil, whose extension and geographical position contribute to defining diverse climatic conditions along the territory. In this context, this study intends to characterize the Brazilian territory based on a 15-year weather record (2008–2022), providing a climatic assessment based on a climatic and bioclimatic profile for the whole country. The climate analysis was focused on temperature, humidity, precipitation, and solar radiation, followed by a bioclimatic analysis guided by the Givoni chart and the natural ventilation potential assessment. In both situations, the results were analyzed using three resolutions: country-level, administrative division, and bioclimatic zones. This study also identified representative locations for the Brazilian bioclimatic zones for a building-centered analysis based on the thermal and energy performance of a single-family house with different envelope configurations. The results proved that most Brazilian territories increased above 0.4 °C in the dry bulb temperature and reduced relative humidity. The precipitation had the highest reduction, reaching more than 50% for some locations. The warmer and drier conditions impacted also the Köppen–Geiger classification, with an increase in the number of Semi-Arid and Arid locations. The bioclimatic study showed that ventilation is the primary strategy for the Brazilian territory, as confirmed by the natural ventilation potential results, followed by passive heating strategies during the year’s coldest months. Finally, building performance simulation underlined that, in colder climates, indoor thermal comfort conditions and air-conditioning demands are less affected by solar absorptance for constructions with low U-values, while in warmer climates, low solar absorptance with intermediary U-values is recommended. Full article
(This article belongs to the Special Issue Indoor Environmental Quality and Human Wellbeing)
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37 pages, 39740 KiB  
Article
The Impact of Site Contexts in Increasing the Diversity of Architectural Concepts: Using an Interactive Architectural Approach
by Salahaddin Yasin Baper and Zhiman Khairi Ismael
Buildings 2024, 14(8), 2567; https://doi.org/10.3390/buildings14082567 - 20 Aug 2024
Viewed by 766
Abstract
Recently, new alternatives have been applied to enhance the architectural design process through comprehensive interaction with all variables. This approach suggests a dynamic scheme to collect all factors comprehensively. This research introduces approaches to better cognition of architectural concepts based on the site [...] Read more.
Recently, new alternatives have been applied to enhance the architectural design process through comprehensive interaction with all variables. This approach suggests a dynamic scheme to collect all factors comprehensively. This research introduces approaches to better cognition of architectural concepts based on the site context parameter. It investigates the role of site context in generating architectural ideas by formulating a model of analysis to find similarities and differences in senior architects’ strategies. This approach aims to adapt context to explore aspects that may create diversity in architectural products. The reality is that creating original architectural concepts has received progressively less attention in the professional practice of architecture in recent decades. The research applied a mixed methodology, checklist factors and graphical analysis. It used a two-level method with several steps to evaluate the twelve international cases related to deconstructive architects (Eisenman, Koolhaas, and Hadid). This study concludes that creating a site context that supports the surrounding context can enrich the design concept and create unexpected results. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
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30 pages, 2493 KiB  
Review
From ‘Objects’ to ‘Sustainable Development’: The Evolution of Architectural Heritage Conservation in Theory and Practice
by Homaira Fayez
Buildings 2024, 14(8), 2566; https://doi.org/10.3390/buildings14082566 - 20 Aug 2024
Viewed by 1535
Abstract
Over the last century, architectural heritage conservation has evolved and transformed immensely. This study focuses on the origin of contemporary conservation theory from the 19th century and the Authorized Heritage Discourse: the doctrinal texts issued by ICOMOS, UNESCO, and ICCROM. Conservation philosophies from [...] Read more.
Over the last century, architectural heritage conservation has evolved and transformed immensely. This study focuses on the origin of contemporary conservation theory from the 19th century and the Authorized Heritage Discourse: the doctrinal texts issued by ICOMOS, UNESCO, and ICCROM. Conservation philosophies from 5 theorists and 23 charters and documents are analyzed from a qualitative perspective. It is structured on three interwoven and complementary theses: first, a study of the 19th and 20th centuries is presented as the backbone of conservation theories; second, a detailed analysis of the Venice Charter is given; and third, an investigation into the authorized conservation policies after the establishment of the Venice Charter. The aim is to understand the evolution of architectural heritage conservation in the dynamics of the time and space of the last century, in theory and practice. The results demonstrate that architectural conservation began with a strong privilege of objectivity in practice to create a real, tangible, and static object that was concerned only with individual monuments or sites vulnerable to the trace of time, stylistic restoration, and armed conflicts. However, recent socio-economic and environmental demands and challenges have transformed this understanding to make conservation a subjective, dynamic, value-linked, and contextual-based approach. Such shifts result from realizing the additional potential of heritage buildings that can enhance viability and livability in communities; as existing resources with high material residual values, embodied material, and energy, their continuous renovation and rehabilitation contribute to urban environment resilience and decarbonization; and as a source of past experience rooted in all aspects of societies that can be used to educate and raise awareness about the crisis of climate change. Accordingly, four chapters in architectural heritage conservation have been identified: 1. It originated to preserve the authenticity and integrity of the material past by experts; 2. then, it moved to the protection of associated values, still with a strong tendency toward conservation of the authentic state of heritage buildings by experts and with local consultation; 3. the significant socio-economic role of heritage for the community made its conservation a democratic exercise by local people with the help of experts and governments; 4. realizing the environmental benefit of reusing existing resources, nowadays, conservation intermeshes with the sustainable development of communities through multi-stakeholder engagement in all decision-making processes. Full article
(This article belongs to the Special Issue Built Heritage Conservation in the Twenty-First Century)
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18 pages, 6713 KiB  
Article
Optimization of Cold-Formed Thin-Walled Cross-Sections in Portal Frames
by Mantas Stulpinas and Alfonsas Daniūnas
Buildings 2024, 14(8), 2565; https://doi.org/10.3390/buildings14082565 - 20 Aug 2024
Viewed by 510
Abstract
Portal frames with built-up cold-formed cross-sections hold significant potential; however, there is a notable gap in the analysis of cross-section types and connections. In this study, an optimization algorithm was developed for the closed cross-sections of portal frame members. An optimization algorithm was [...] Read more.
Portal frames with built-up cold-formed cross-sections hold significant potential; however, there is a notable gap in the analysis of cross-section types and connections. In this study, an optimization algorithm was developed for the closed cross-sections of portal frame members. An optimization algorithm was tested against optimized open cold-formed cross-sections. The results indicated a portal frame volume up to 38% lower where members were assembled of optimal closed cross-sections when compared to frames with optimal open cross-sections. Parametric analysis was carried out, where two types of cross-sections were examined: Type A, with four web stiffeners bent inwards, and Type B, with four web stiffeners bent outwards. The optimization was conducted using a Genetic Algorithm in MATLAB R2022b. Portal frames with optimal Type B cross-sections had a volume that was up to 22% lower when compared to frames with optimal Type A cross-sections. Significant differences were noted between the optimal beam and column cross-sections, with the optimal column cross-section thickness being on average 74% greater, but the optimal beam cross-section height being on average 81% greater than those of the respective counterparts. In this article, a practical assembly solution for the connection of the frame members was proposed for the optimized novel closed cross-section types in portal frames. However, the strength and stiffness of these connections were not analyzed in this research. Full article
(This article belongs to the Special Issue Cold-Formed Steel Structures)
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26 pages, 3038 KiB  
Article
Research on Urban Resilience from the Perspective of Land Intensive Use: Indicator Measurement, Impact and Policy Implications
by Yue Pan, Jie Liu and Chao Cheng
Buildings 2024, 14(8), 2564; https://doi.org/10.3390/buildings14082564 - 20 Aug 2024
Viewed by 688
Abstract
Land intensive use reflects the spatial structure, agglomeration characteristics, and internal mechanisms of urban economic, social, and ecological system development, significantly impacting urban resilience. Based on panel data from 287 cities in China from 2010 to 2020, this paper measures the levels of [...] Read more.
Land intensive use reflects the spatial structure, agglomeration characteristics, and internal mechanisms of urban economic, social, and ecological system development, significantly impacting urban resilience. Based on panel data from 287 cities in China from 2010 to 2020, this paper measures the levels of land intensive use and urban resilience, and empirically examines the impact mechanism of land intensive use on urban resilience through baseline regression and panel quantile regression. The results reveal that: (1) During the study period, China’s urban land intensive use level has significantly improved. The land intensive use level shows a trend of “the strong become stronger, and the weak are always weak” and “high in the east and low in the west” spatial differentiation, while the urban resilience level showed a trend of accelerated “catching up” of low-resilience cities towards high-resilience cities and “high in the east and low in the west” spatial differentiation as well. (2) Land intensive use significantly promotes effect on urban resilience, and the effect depends on different conditions. (3) Among all dimensions of land intensive use, both land input intensity and land use benefits significantly promote urban resilience, while land use intensity shows an insignificant effect. (4) The impact of land intensive use on urban resilience demonstrates significant scale heterogeneity and geographic regional heterogeneity. Based on these findings, the paper proposes relevant policy suggestions for land intensive use aimed at improving urban resilience, offering guidance for promoting high-quality land use and sustainable urban resilience development. Full article
(This article belongs to the Special Issue Sustainable City Development: Urban Planning and Housing Management)
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19 pages, 1683 KiB  
Article
Risk Analysis in International Construction Projects: A Look at the Prefabricated Wood Construction Sector in the Province of Quebec
by Luciana Gondim de A. Guimarães, Pierre Blanchet and Yan Cimon
Buildings 2024, 14(8), 2563; https://doi.org/10.3390/buildings14082563 - 20 Aug 2024
Viewed by 966
Abstract
Construction projects that are completed abroad involve not only the typical risks that are faced at home but also various complex risks that are specific to international transactions. However, little research has been conducted on the risks that exist in prefabricated construction projects, [...] Read more.
Construction projects that are completed abroad involve not only the typical risks that are faced at home but also various complex risks that are specific to international transactions. However, little research has been conducted on the risks that exist in prefabricated construction projects, but they need to be discussed. This paper aims to analyze the operational and financial risks associated with the internationalization of small and medium-sized enterprises (SMEs) in the province of Quebec operating in the prefabricated wood construction sector in the American market. Firstly, a literature review was carried out on operational and financial risks in overseas construction projects. This research identified 36 risks, including 21 operational and 15 financial. Next, the risks identified were divided into eight categories: design, standards, coordination, resources, internal to the alliance, partner, customer, and market. Professionals from different types of wood prefabrication companies were then asked to identify the probability of occurrence and magnitude of the impact of each identified risk. This information was used to calculate the criticality of each risk using Monte Carlo simulation to generate scenarios for use as a decision-making tool in risk assessment. The results show that highly critical operational risks are concentrated in the operational risk categories of coordination and resources. It should be noted that the most critical risk is that of ineffective communication and coordination, which is linked to project governance. On the other hand, financial risks with high criticality are spread across the four financial risk categories. A comparison of the criticality of the operational and financial risks identified revealed that the financial risks were the most critical. Full article
(This article belongs to the Special Issue Construction Scheduling, Quality and Risk Management)
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20 pages, 5245 KiB  
Article
Understanding Toughening Mechanisms and Damage Behavior in Hybrid-Fiber-Modified Mixtures Using Digital Imaging
by Yaohui Yang, Yinzhang He, Rui Fu, Xiaokang Zhao, Hongfa Shang and Chuanyi Ma
Buildings 2024, 14(8), 2562; https://doi.org/10.3390/buildings14082562 - 20 Aug 2024
Cited by 1 | Viewed by 564
Abstract
Pavement cracking is a primary cause of early damage in asphalt pavements, and fiber-reinforcement technology is an effective method for enhancing the anti-cracking performance of pavement mixtures. However, due to the multi-scale dispersed structure of pavement mixtures, it is challenging to address cracking [...] Read more.
Pavement cracking is a primary cause of early damage in asphalt pavements, and fiber-reinforcement technology is an effective method for enhancing the anti-cracking performance of pavement mixtures. However, due to the multi-scale dispersed structure of pavement mixtures, it is challenging to address cracking and damage with a single fiber type or fibers of the same scale. To investigate the toughening mechanisms and damage behavior of hybrid-fiber-modified mixtures, we analyzed the fracture process and damage behavior of these mixtures using a combination of basalt fiber and calcium sulfate whisker hybrid fiber modification, along with semicircular bending tests. Additionally, digital imaging was employed to examine the fracture interface characteristics, revealing the toughening mechanisms at play. The results demonstrated that basalt fibers effectively broaden the toughness range of the modified mixture at the same temperature, reduce mixture stiffness, increase residual load at the same displacement, and improve crack resistance in the mixture matrix. While calcium sulfate whiskers enhanced the peak load of the mixture, their high stiffness modulus was found to be detrimental to the mixture’s crack toughness. The fracture interface analysis indicated that the three-dimensionally distributed fibers form a spatial network within the mixture, restricting the relative movement of cement and aggregate, delaying crack propagation, and significantly improving the overall crack resistance of the mixture. Full article
(This article belongs to the Special Issue Mechanical Properties of Asphalt and Asphalt Mixtures)
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33 pages, 24893 KiB  
Article
An Empirical Study to Understand Symbolic and Sensory Metaphors in Architecture: Case of Kyrenia/Cyprus
by Rasiha Kayalar and Erçim Uluğ
Buildings 2024, 14(8), 2561; https://doi.org/10.3390/buildings14082561 - 20 Aug 2024
Viewed by 915
Abstract
This article is a systematic investigation into the symbolic and sensory metaphors in architectural buildings. It presents definition and differentiation of symbolic (stereotype images) and sensory (architectural experience) metaphors. According to the semiotics model of architecture, they are tested empirically and the results [...] Read more.
This article is a systematic investigation into the symbolic and sensory metaphors in architectural buildings. It presents definition and differentiation of symbolic (stereotype images) and sensory (architectural experience) metaphors. According to the semiotics model of architecture, they are tested empirically and the results are presented in order to understand their influence in architecture. In this regard, this paper designed a research method and adapted a novel semiotic model to investigate the relationship between sensory metaphors (architectural experience) and symbolic metaphors. The cases included six distinctive buildings and 30 subjects. Results demystified that buildings high in connotative qualities do not always connote positive architectural experience. A building with a high number of symbolic metaphors could create a high number of sensory metaphors but these sensory metaphors may not be necessarily positive feelings and experiences. Full article
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