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Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and...
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Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 30 May 2025 | Viewed by 3638

Special Issue Editors

Prof. Dr. Changjiang Liu

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Guest Editor
School of Civil Engineering, Guangzhou University, Guangzhou 51000, China
Interests: steel and large-span spatial structures; new prefabricated components and structures; nano-modified concrete materials and structures; intelligent and special functional construction materials and structures
Prof. Dr. Chuntao Zhang

E-Mail Website
Guest Editor
School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621000, China
Interests: mechanical properties of building materials; structural dynamic response and reliability analysis; structural explosion proofing and disaster reduction
Special Issues, Collections and Topics in MDPI journals
Dr. Zhong Xu

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Guest Editor
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
Interests: building material; new green concrete; high-performance concrete; geopolymer cementing material; nanotechnology; building environment; BIM technology; human settlement environment
Dr. Dong Li

E-Mail Website
Guest Editor
College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
Interests: tower healthy monitoring; big data analytics; dynamic analysis
Special Issues, Collections and Topics in MDPI journals
Dr. Weiju Song

E-Mail Website
Guest Editor
School of Civil Engineering, Hebei University of Engineering, Handan 056038, China
Interests: membrane structures; dynamic analysis; nonlinear vibration; structural prevention and mitigation; intelligent construction; structural wind engineering

Special Issue Information

Dear Colleagues,

With the advancement of science and technology, human society has increasingly high building material and structural performance requirements. Furthermore, with the current background of global climate change, sustainable development, and global intelligence, building materials and structures must progress towards green, low-carbon, high-performance and intelligent alternatives.

This Special Issue aims to promote the exchange of academic research, industrial applications, and policymaking, share research results, explore future development directions, and jointly contribute to the realization of green, low-carbon, high-performance, and intelligent engineering construction. Review and research papers on areas including but not limited to the following are welcome:

  • Research and application of green and low-carbon building materials;
  • Conversion and utilization of building materials from urban solid waste;
  • The design of buildings based on green and low-carbon concepts;
  • Green, low-carbon, and high-performance steel and lightweight structures;
  • Nano-modified high-performance concrete materials and structures;
  • Green and low-carbon design of high-performance building structures;
  • Research and application of intelligent construction materials;
  • Building structure design based on artificial intelligence;
  • Application of intelligent and automated technologies in engineering construction and structural health monitoring.

Prof. Dr. Changjiang Liu
Prof. Dr. Chuntao Zhang
Dr. Zhong Xu
Dr. Dong Li
Dr. Weiju Song
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • green and low-carbon building materials
  • high-performance building materials
  • green and low-carbon building design
  • new high-performance structures
  • high-performance structural design
  • intelligent building materials
  • intelligent construction and operation
  • intelligent structural health monitoring

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue policies can be found here.

Published Papers (5 papers)

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Research

19 pages, 8363 KiB  
Article
Spatial Characteristic Analysis of Near-Fault Velocity Pulses Based on Simulation of Earthquake Ground Motion Fields
by Zelin Cao, Jia Wei, Zhiyu Sun and Weiju Song
Buildings 2025, 15(8), 1363; https://doi.org/10.3390/buildings15081363 - 19 Apr 2025
Viewed by 123
Abstract
The spatial variation characteristics of near-fault velocity pulses lack in-depth understanding, and it is difficult to consider this feature in probabilistic seismic hazard analysis and the ground motion input for structural seismic analysis. Based on ground motion simulation, this study performs spatial characteristic [...] Read more.
The spatial variation characteristics of near-fault velocity pulses lack in-depth understanding, and it is difficult to consider this feature in probabilistic seismic hazard analysis and the ground motion input for structural seismic analysis. Based on ground motion simulation, this study performs spatial characteristic analysis of velocity pulses. The Mw 6.58 strike-slip Imperial Valley and the Mw 6.8 dip-slip Northridge earthquakes are adopted as the cases, and the simulation method is validated by comparing synthetics with observations. The multi-component broadband ground motion fields are simulated, and the pulse parameters and the pulse area are extracted using the multi-component pulse identification method. The spatial characteristics of various pulse parameters are analyzed. The results show that for a single earthquake, the pulse period is a spatial variable related to source-to-site geometry, the pulse amplification factor has great spatial variation, and the orientation of the maximum pulse component is controlled by the radiation pattern. Finally, the influence of slip distribution on pulse is explored based on two earthquakes, in which the uniform slip, the random slip, and the hybrid slip are combined with different rupture directions. This study contributes to a more reasonable consideration of pulse-like ground motion in seismic risk assessment and earthquake response analysis. Full article
(This article belongs to the Special Issue Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures)
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27 pages, 15097 KiB  
Article
Study on the Basic Mechanical Properties of Waste Steel Fiber Reinforced Concrete After High-Temperature Exposure
by Dan Yang, Xiaopeng Ren, Yongtao Gao, Tao Fan, Mingshuai Li and Hui Lv
Buildings 2025, 15(7), 1025; https://doi.org/10.3390/buildings15071025 - 23 Mar 2025
Viewed by 271
Abstract
The increasing incidence of urban fires poses significant threats to structural integrity, underscoring the urgent need for concrete materials with enhanced mechanical properties post-fire. Incorporating recycled waste steel fibers (WSF) from industrial byproducts into concrete not only bolsters its crack resistance but also [...] Read more.
The increasing incidence of urban fires poses significant threats to structural integrity, underscoring the urgent need for concrete materials with enhanced mechanical properties post-fire. Incorporating recycled waste steel fibers (WSF) from industrial byproducts into concrete not only bolsters its crack resistance but also advances circular economy principles by transforming industrial waste into valuable resources. Although a large amount of research has focused on native steel fiber-reinforced concrete, there is still a lack of systematic exploration on the optimal dosage and effectiveness of waste steel fibers in slowing down the strength degradation of concrete after high-temperature action. In this study, two grades of concrete (C40 and C60) containing 0%, 1%, and 2% WSF by volume were subjected to heating cycles ranging from 200 °C to 800 °C. Post-cooling evaluations encompassed mass loss quantification, cube compressive strength testing (using 100 mm3 specimens), and splitting tensile tests conducted at a loading rate of 0.1 MPa/s. Results indicated that mass loss escalated to 11% at 800 °C, with C60 experiencing a 12% higher loss compared to C40. Compressive strength decreased by 15% for every 200 °C increment; however, the inclusion of 1% WSF significantly minimized this degradation, preserving 44.5% (for C40) and 37.8% (for C60) of the original strength at 800 °C. Notably, the splitting tensile strength of 1% WSF-reinforced C60 concrete exceeded that of plain concrete by 39.4% after exposure to 800 °C, demonstrating its superior crack-bridging capabilities. Full article
(This article belongs to the Special Issue Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures)
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26 pages, 2418 KiB  
Article
Probabilistic Evaluation Method of Wind Resistance of Membrane Roofs Based on Aerodynamic Stability
by Weiju Song, Hongbo Liu and Heding Yu
Buildings 2024, 14(12), 3725; https://doi.org/10.3390/buildings14123725 - 22 Nov 2024
Viewed by 538
Abstract
The membrane structure or membrane roofing system is lightweight and flexible, with wind being the primary cause of structural and membrane material failure. To evaluate the disaster prevention and mitigation capacity of the membrane roofing system and enhance the wind disaster risk management [...] Read more.
The membrane structure or membrane roofing system is lightweight and flexible, with wind being the primary cause of structural and membrane material failure. To evaluate the disaster prevention and mitigation capacity of the membrane roofing system and enhance the wind disaster risk management capabilities, this paper studies the exceedance probability evaluation method for different wind resistance requirements of membrane roofs. Taking Hangzhou in China as an example, the design wind speed risk curve fitted by polynomial is obtained by referring to the PEER performance-based seismic design method and considering the randomness of the wind field. A polynomial fitting method is employed to obtain the design wind speed hazard curve. Considering the nonlinear characteristics of the membrane roof structure, the relationship between the roof’s wind resistance requirements (vertical displacement limits) and wind speed spectrum values is approximated using a power function. An annual average exceedance probability expression is derived for different normal deformation demand values of the membrane roofs under wind load. Based on this, a wind resistance probability evaluation method for membrane roofs considering aerodynamic stability is proposed, along with specific steps and related analytical formulas. The results indicate that polynomial fitting provides an effective simplification for deriving the annual average exceedance probability expression for the wind resistance demand of membrane roofs. The performance-based wind resistance probability evaluation method allows for obtaining exceedance probability values for different displacement requirements with minimal structural analysis, which enriches the wind resistance design theory of membrane roofs and further ensures the structural safety of tension membrane roofs under wind load. Full article
(This article belongs to the Special Issue Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures)
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24 pages, 13038 KiB  
Article
Macro Performances and Microstructures of Graphene Oxide-Modified Cement Mortar Under Steam Curing Conditions
by Zhongwei Luo, Weicheng Su, Yaojun Deng, Weihua Ye, Hang Su and Zhuoyu Chen
Buildings 2024, 14(11), 3506; https://doi.org/10.3390/buildings14113506 - 1 Nov 2024
Viewed by 977
Abstract
This study investigates the effects of incorporating polycarboxylate superplasticizer (PCE) and graphene oxide (GO) into cement mortar. The mechanical properties and durability of PCE-GO-modified cement mortar were compared under standard curing conditions and steam curing conditions. The results indicate that the optimal performance [...] Read more.
This study investigates the effects of incorporating polycarboxylate superplasticizer (PCE) and graphene oxide (GO) into cement mortar. The mechanical properties and durability of PCE-GO-modified cement mortar were compared under standard curing conditions and steam curing conditions. The results indicate that the optimal performance was achieved with a GO content of 0.04 wt% in a dosage of 0 to 0.06 wt%. Comparing the mortar’s performance under standard and steam curing conditions after 28 days revealed that the mechanical properties of the specimens cured under steam conditions were significantly lower than those cured under standard conditions. However, when 0.12 wt% PCE and 0.04 wt% GO were added, the filler effect of GO led to a 31.8% increase in flexural strength and a 28.4% increase in compressive strength for the specimens cured under steam conditions on the 28th day, effectively compensating for the strength loss caused by steam curing. The chloride ion penetration test and sulfate erosion test confirmed the optimal performance of the cement mortar specimens at 0.04 wt% GO, with corrosion resistance coefficients for flexural and compressive strength increasing by 68% and 70%, respectively, after 90 days of steam curing. Furthermore, SEM observations were conducted on the cement mortar specimens, revealing that GO not only fills the internal voids of the matrix but also organizes the hydration products of cement, resulting in a more compact matrix structure. This study enables PCE-GO-modified cement mortar to meet the requirements of early strength development without compromising the later-stage performance of the cement mortar due to steam curing-induced damage. Full article
(This article belongs to the Special Issue Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures)
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20 pages, 8272 KiB  
Article
Novel Application of a Swift-Assembled Support Method with Prefabricated Corrugated Steel for Vertical Shaft Excavation in a Metro Station
by Xingkuo Wang, Maohui Zhang, Shiqian Wu, Yanjun Lin, Peng Song, Wei Fan, Huanwei Wei and Xiao Zheng
Buildings 2024, 14(11), 3487; https://doi.org/10.3390/buildings14113487 - 31 Oct 2024
Viewed by 910
Abstract
For the construction of a subway station, temporary vertical shafts were commonly used to facilitate machine operation. In densely urban areas, the requirement of settlement control and environmental impact called for a novel construction method of vertical shafts. In this paper, a novel [...] Read more.
For the construction of a subway station, temporary vertical shafts were commonly used to facilitate machine operation. In densely urban areas, the requirement of settlement control and environmental impact called for a novel construction method of vertical shafts. In this paper, a novel swift-assembled support (SAS) structure and construction method for vertical shafts of a metro station was proposed, using prefabricated steel components. A comprehensive scheme of full-time monitoring was conducted to evaluate the performance of this novel support structure and ground response. Field monitoring results indicated that the SAS method was able to control the settlement of ground and adjacent buildings. Based on the field measurements, the calculation theory for design parameters were discussed. The active earth pressure yield from the method considering wall movement was closer to the field measurements. All of the local buckling values were both overestimated based on the technical standards’ methods. The calculation methods were thereby adopted carefully to determine the designed loading share ratio of structure components. The advantage of the SAS method, including rapid construction, safety, and lower environmental impacts, were obviously clear. Full article
(This article belongs to the Special Issue Advances in Green, Low-Carbon, High-Performance, and Intelligent Building Materials and Structures)
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