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    Intelligent Generative Design for Shear Wall Cross-Sectional Size Using Rule-Embedded Generative Adversarial Network 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023161-1
    Author(s): Yitian Feng; Yifan Fei; Yuanqing Lin; Wenjie Liao; Xinzheng Lu
    Publisher: ASCE
    Abstract: Deep learning–driven intelligent generative design for building structures provides novel insights into intelligent construction. In a structural scheme design, the cross-sectional design of the shear wall components is ...
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    Progressive Collapse Resistance of Two Typical High-Rise RC Frame Shear Wall Structures 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Peiqi Ren; Yi Li; Hong Guan; Xinzheng Lu
    Publisher: American Society of Civil Engineers
    Abstract: Existing research on progressive collapse of building structures mainly focuses on concrete and steel frame structures. To investigate the progressive collapse resistance of high-rise RC frame shear wall structures, two ...
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    Effects of Seismic and Progressive Collapse Designs on the Vulnerability of RC Frame Structures 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    Author(s): Kaiqi Lin; Yi Li; Xinzheng Lu; Hong Guan
    Publisher: American Society of Civil Engineers
    Abstract: Buildings are exposed to multiple natural hazards over their service lives. Multihazard analysis and design of building structures has become a research hotspot worldwide. For these structures, earthquake and progressive ...
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    Experimental and Computational Assessments of Progressive Collapse Resistance of Reinforced Concrete Planar Frames Subjected to Penultimate Column Removal Scenario 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
    Author(s): Lanping Qian; Yi Li; Mengzhu Diao; Hong Guan; Xinzheng Lu
    Publisher: ASCE
    Abstract: Existing research studies have primarily examined the progressive collapse of frame structures under an inner column removal scenario. However, progressive collapse risk is much higher when penultimate columns close to the ...
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    Comparative and Parametric Studies on Behavior of RC-Flat Plates Subjected to Interior-Column Loss 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Huizhong Xue; Hong Guan; Benoit P. Gilbert; Xinzheng Lu; Yi Li
    Publisher: ASCE
    Abstract: To investigate the influence of critical parameters on the progressive collapse resistance of reinforced concrete (RC)-flat plates, a set of finite-element modeling techniques was established. The modeling of bond-slip ...
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    Progressive Collapse of Flat Plate Substructures Initiated by Upward and Downward Punching Shear Failures of Interior Slab–Column Joints 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021262
    Author(s): Xuekang Guo; Zhi Yang; Yi Li; Hong Guan; Xinzheng Lu; Mengzhu Diao
    Publisher: ASCE
    Abstract: A slab-column joint in a flat plate structure may exhibit upward or downward punching shear (UPS and DPS) failure when subjected to different abnormal loading conditions. This can cause distinct residual deformations of ...
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    Expert Experience–Embedded Evaluation and Decision-Making Method for Intelligent Design of Shear Wall Structures 

    Source: Journal of Computing in Civil Engineering:;2025:;Volume ( 039 ):;issue: 001:;page 04024051-1
    Author(s): Zihang Wang; Yue Yu; You Chen; Wenjie Liao; Chushu Li; Kongguo Hu; Zhuang Tan; Xinzheng Lu
    Publisher: American Society of Civil Engineers
    Abstract: Rapid progress in intelligent design technology for shear wall structures has significantly advanced the field. However, efficient evaluation and decision-making of various intelligent design outcomes remain challenging, ...
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