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Research on Industrialization and Intelligence in Building Structures
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Research on Industrialization and Intelligence in Building Structures

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

Deadline for manuscript submissions: 30 June 2025 | Viewed by 11324

Special Issue Editors

Dr. Pengcheng Li

E-Mail Website
Guest Editor
School of Civil Engineering, Chongqing University, Chongqing 400044, China
Interests: light-weight structurals; aluminum structure; prestressed structurals; intelligent construction
Special Issues, Collections and Topics in MDPI journals
Dr. Hao Wang

E-Mail Website
Guest Editor
School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
Interests: structural optimization; prestressed steel structure; spatial structure; intelligent construction
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Industrialization and intelligence are the new development directions in building structure research, which meet the development needs of performance, economy, environmental protection and other aspects needed to overcome modern challenges. Alongside technological development and innovation in past decades, the new building structure system represented by prefabricated buildings has become a hotspot in building industrialization. Meanwhile, artificial intelligence technology is emerging as a highly researched field and has shown broad prospects in assisting structure building. For these reasons, it is crucial to explore the developments and implementations of new structural systems, materials, methods and technologies in the wide realm of building structure industrialization and intelligence; therefore, this Special Issue of Buildings “Industrialization and Intelligence in Building Structures” will address these areas.

Topics include, but are not limited to, the following:

  • novel prefabricated buildings/structures;
  • novel structural materials;
  • high-performance concrete;
  • intelligent methods in structural analysis and design;
  • intelligent construction;
  • intelligent methods in structural health monitoring;
  • structural optimization.

Dr. Pengcheng Li
Dr. Hao Wang
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

  • building structures
  • prefabricated strucutures
  • novel structural systems
  • novel structural materials
  • intelligent method
  • intelligent construction
  • structural optimization

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

Published Papers (7 papers)

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Research

16 pages, 8443 KiB  
Article
Optimization of Lower Suspension Point Position in Attached Cantilever Scaffold
by Shushuang Song, Ying Zhao, Fei Liang, Hu Guo, Tianhao Zhang, Pengcheng Li and Gang Xiong
Buildings 2024, 14(9), 2592; https://doi.org/10.3390/buildings14092592 - 23 Aug 2024
Cited by 1 | Viewed by 912
Abstract
An attached cantilever scaffold, which mainly consists of a cantilever horizontal steel beam and a diagonal bar, is a new type of cantilever scaffold. The upper end of the diagonal bar is attached to an upper floor slab by a hinge, while the [...] Read more.
An attached cantilever scaffold, which mainly consists of a cantilever horizontal steel beam and a diagonal bar, is a new type of cantilever scaffold. The upper end of the diagonal bar is attached to an upper floor slab by a hinge, while the lower end is connected to a cantilever beam. Therefore, the position of the lower suspension point has a significant impact on the overall mechanical performance. However, current research on this topic is limited. Thus, in this study, we aim to optimize the mechanical behavior by changing the lower suspension point position. An optimization methodology based on the genetic algorithm is proposed. This methodology has been demonstrated to be efficient and accurate enough to determine the optimal lower suspension point position of a diagonal bar. The effects of different beam cross-sections, diagonal bar diameters, and upper suspension point positions are further investigated. The bearing capacity is shown to improve by more than 100% and 30% for hinged and rigidly connected cantilever beams when the proposed optimization methodology is adopted. The analysis in this study can serve as a reference for the optimal design of an attached cantilever scaffold and can provide a theoretical basis for developing related design software. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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32 pages, 11560 KiB  
Article
Global Stability Behavior of Pre-Cast Cable-Stiffened Steel Columns
by Ying Zhao, Junxiu Hu, Shushuang Song, Tianhao Zhang, Pengcheng Li and Gang Xiong
Buildings 2024, 14(8), 2485; https://doi.org/10.3390/buildings14082485 - 12 Aug 2024
Viewed by 1171
Abstract
Cable-stiffened steel columns (CSSC) have a high load-carrying capacity and strong stability compared to ordinary steel columns. In practical engineering, the connection between the crossarm and main column of a CSSC is usually welded. However, the welding-residual stress adversely affects the steel column. [...] Read more.
Cable-stiffened steel columns (CSSC) have a high load-carrying capacity and strong stability compared to ordinary steel columns. In practical engineering, the connection between the crossarm and main column of a CSSC is usually welded. However, the welding-residual stress adversely affects the steel column. In this study, pre-cast CSSCs, with a pinned connection between the crossarm and main column, are presented. The new type of pre-cast CSSCs avoid the welding-residual and are easy to disassemble. A model test and numerical analysis of its global stability behavior under eccentric compression is conducted. Based on the analysis, the buckling modes of these columns are defined and a method for determining the governing imperfection in a nonlinear buckling analysis is proposed. The effects of slenderness ratio, cross-arm length, cable diameter, and other parameters on the load-carrying capacities of the columns are investigated using the proposed method. The results of this study can be used as a reference for the engineering designs and specifications of pre-cast CSSCs. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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23 pages, 5427 KiB  
Article
Research on Wind Resistance Optimization Method for Cable-Stiffened, Single-Layer Spherical Reticulated Shell Based on QPSO Algorithm
by Ying Zhao, Guohan Chen, Shushuang Song, Mingyao Huang, Tianhao Zhang, Pengcheng Li and Gang Xiong
Buildings 2024, 14(8), 2474; https://doi.org/10.3390/buildings14082474 - 10 Aug 2024
Viewed by 1469
Abstract
This study proposes an improved mixed-variable quantum particle swarm optimization (QPSO) algorithm capable of optimizing both continuous and discrete variables. The algorithm is applied to the wind resistance optimization of a cable-stiffened, single-layer spherical reticulated shell (SLSRS), optimizing discrete variables like member dimensions [...] Read more.
This study proposes an improved mixed-variable quantum particle swarm optimization (QPSO) algorithm capable of optimizing both continuous and discrete variables. The algorithm is applied to the wind resistance optimization of a cable-stiffened, single-layer spherical reticulated shell (SLSRS), optimizing discrete variables like member dimensions and cable dimensions alongside continuous variables such as cable prestress. Through a computational case study on an SLSRS, the optimization results of the proposed QPSO method are compared with other optimization techniques, validating its accuracy and reliability. Furthermore, this study establishes a mathematical model for the wind resistance optimization of cable-stiffened SLSRSs and outlines the wind resistance optimization process based on the mixed-variable QPSO algorithm. The optimization of these structures reveals the strong stability and global search capabilities of the proposed algorithm. Additionally, the comparison of section optimization and shape optimization highlights the significant impact of the shell shape on steel usage and costs, underscoring the importance of shape optimization in the design process. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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20 pages, 7994 KiB  
Article
Evaluation of Hysteretic Performance of Horizontally Placed Corrugated Steel Plate Shear Walls with Vertical Stiffeners
by Ruomin Wu, Zhengping Hu and Jingzhong Tong
Buildings 2024, 14(3), 779; https://doi.org/10.3390/buildings14030779 - 13 Mar 2024
Cited by 5 | Viewed by 1587
Abstract
Corrugated steel plate shear walls (CSPSWs) have been widely utilized as lateral-resistant and energy-dissipating components in multistory and high-rise buildings. To improve their buckling stability, shear resistance, and energy-dissipating capacity, stiffeners were added to the CSPSW, forming stiffened CSPSWs (SCSPSWs). Evaluating the hysteretic [...] Read more.
Corrugated steel plate shear walls (CSPSWs) have been widely utilized as lateral-resistant and energy-dissipating components in multistory and high-rise buildings. To improve their buckling stability, shear resistance, and energy-dissipating capacity, stiffeners were added to the CSPSW, forming stiffened CSPSWs (SCSPSWs). Evaluating the hysteretic performances of SCSPSWs is crucial for guiding seismic design in engineering practice. In this paper, the dissipated energy values of the SCSPSWs with different parameters were calculated. Based on the obtained dissipated energy values, the elastoplastic design theory of stiffeners was established, and the evaluation of the hysteretic performance of the SCSPSWs was provided. Firstly, a finite element (FE) model for analyzing the hysteretic performance of the SCSPSWs was developed and validated against hysteretic tests of the CSPSW conducted by the authors previously. Subsequently, using the validated FE model, approximately 81 examples of SCSPSWs subjected to cyclic loads were analyzed. Hysteretic curves, skeleton curves, secant stiffness, stress distribution, and out-of-plane displacement were obtained and examined. Results indicate that increasing the bending rigidity of the vertical stiffeners and the thickness of the corrugated steel plates, as well as reducing the aspect ratio of the corrugated steel plates, is beneficial for enhancing the load-carrying capacity, stiffness, and energy dissipation capacity of the SCSPSWs. Finally, the transition rigidity ratio μ0,h was proposed to describe the hysteretic performances. When the rigidity ratio is μ = 50, dissipated energy values of the SCSPSW could achieve 95% of the corresponding maximum dissipated energy. In engineering practice, hence, it is recommended to use stiffeners with a rigidity ratio of μ ≥ μ0,h = 50 to ensure desirable energy-dissipating capacity in the SCSPSW. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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20 pages, 10088 KiB  
Article
Elastic Local Buckling and Width-to-Thickness Limits of I-Beams Incorporating Flange–Web Interactions
by Lei Zhang, Qianjing Zhang, Genshu Tong and Qunhong Zhu
Buildings 2024, 14(2), 347; https://doi.org/10.3390/buildings14020347 - 26 Jan 2024
Cited by 3 | Viewed by 1834
Abstract
The local buckling of I-section beams is investigated with the flange–web interactions taken into account. Using numerical results employing the finite element method and a semi-analytical method, the flange–web interactions of I-sections and their effects on the buckling stresses are explored and discussed. [...] Read more.
The local buckling of I-section beams is investigated with the flange–web interactions taken into account. Using numerical results employing the finite element method and a semi-analytical method, the flange–web interactions of I-sections and their effects on the buckling stresses are explored and discussed. Simple approximate solutions for the buckling coefficients of the web and compressive flange are developed using the energy method, and they are refined using the numerical results. Using the simple solutions for buckling coefficients, the limits for the width-to-thickness ratio of the compressive flange and web of I-section beams are then proposed. Comparisons with the results of existing solutions and provisions in design codes imply that the proposed solutions are superior in predicting the limits for width-to-thickness ratios, and they are capable of accounting for the flange–web interactions at the local buckling of I-section beams. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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17 pages, 6191 KiB  
Article
Flexural Experiment and Design Method of Steel-Wire-Enhanced Insulation Panels
by Jinliang Jiang, Linyi Xu, Enyuan Zhang, Jian Hou and Jingzhong Tong
Buildings 2023, 13(8), 1978; https://doi.org/10.3390/buildings13081978 - 2 Aug 2023
Viewed by 1480
Abstract
A new type of non-dismantling composite insulation panel, namely a steel-wire-enhanced insulation panel, was proposed. Compared to traditional organic insulation panels, the construction procedure is reduced, and the fire resistance is improved. The flexural performance was explored experimentally and numerically to evaluate its [...] Read more.
A new type of non-dismantling composite insulation panel, namely a steel-wire-enhanced insulation panel, was proposed. Compared to traditional organic insulation panels, the construction procedure is reduced, and the fire resistance is improved. The flexural performance was explored experimentally and numerically to evaluate its ability to withstand lateral pressure when it was used as the formwork of a cast-in-place concrete wall. First, 6 groups of 12 specimens of steel-wire-enhanced insulation panels were conducted under 2 loading modes: 3-point bending loading and 4-point bending loading. The failure modes of these specimens included a straight crack at the bottom of the panel and the yielding of steel wire. The test results showed that the maximum bending moment of the specimens with an 80 mm thickness could reach 2.415 kN·m. Second, finite element (FE) models were developed for the steel-wire-enhanced insulation panels by ABAQUS, which were validated by the experimental results. Third, a parametric study with parameters, including the thermal insulation cover, the square gird spacing of the steel wire mesh, and the diameter of the steel wire, was performed. It was observed that the insulation cover had a significant effect on the flexural capacity in the simulated range. Finally, theoretical formulas for panel stiffness and flexural capacity were presented, which can predict the bending performance more conservatively compared to the experimental results. The research and analysis of this study could offer a valuable reference for designing this panel in practical applications. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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26 pages, 9868 KiB  
Article
Model Analysis of Steel Frame Structures Considering Interactions between Racks and the Frame
by Weiguang Zhang, Chaoqun Yu and Genshu Tong
Buildings 2023, 13(7), 1732; https://doi.org/10.3390/buildings13071732 - 7 Jul 2023
Viewed by 2345
Abstract
The steel racks on the floor are seen as live loads in the current design process, ignoring the interaction with the supporting frames. In this paper, multiple steel racks with different masses and stiffnesses are placed on the first floor of a two-story [...] Read more.
The steel racks on the floor are seen as live loads in the current design process, ignoring the interaction with the supporting frames. In this paper, multiple steel racks with different masses and stiffnesses are placed on the first floor of a two-story main structure to form different real structures (RS). The corresponding simplified structures (SS) are frames with the mass of steel racks concentrated on the first floor of the main structure. Modal analysis is performed to analyze the relationship between the periods of RS and SS in the cross-aisle direction. Firstly, the beams on the first floor are assumed to be infinitely rigid. The relationship between the periods of the rack TRk, the simplified structure TSS, and the real structure TRS under different mass ratios α is established, and an accurate equation relating TRS with TRk and TSS is proposed. Moreover, by considering the influence of finite beam stiffness, the interaction between racks and the main structure is studied by constructing different analysis models. The effect of the main structure on the racks is reflected by a combined system consisting of beams and racks. A modified model, distinguished from SS by considering the effect of no-mass racks, is constructed to study the strengthening effect of the racks on the first-floor beams. The effect of the top connecting bars is also analyzed. Full article
(This article belongs to the Special Issue Research on Industrialization and Intelligence in Building Structures)
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