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    Experimental Test, Analysis, and Design of High-Strength SC Walls Subjected to Axial Compression 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025023-1
    Author(s): Pengyu Yao; Yuzhi Shi; Zhichao Lai; Juntao Guo
    Publisher: American Society of Civil Engineers
    Abstract: The current AISC specification (AISC 360-22) does not permit using high-strength materials in steel plate-concrete composite (SC) walls due to limited research. This paper uses three steps to address this. In the first ...
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    Investigation of Seismic Amplification on Soil–Structure Interaction Problems Based on a 3D DRM-RFEM Framework 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001:;page 04024002-1
    Author(s): Hongjie Fang; Zhichao Lai; Chuanxiang Qu
    Publisher: ASCE
    Abstract: The spatial variability of soil properties is pervasive, and can affect the propagation of seismic waves and the dynamic responses of soil–structure interaction (SSI) systems. This uncertainty is likely to increase the ...
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    Retrofit of Steel Columns: Parametric Studies and Design 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Zhichao Lai; Robert J. Connor; Amit H. Varma; Duncan Paterson
    Publisher: American Society of Civil Engineers
    Abstract: Cover plates are often added to existing (loaded) steel columns as an effective retrofit method for increasing their compressive design strength. Current bridge design specifications provide equations for calculating the ...
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    Analysis and Design of Noncompact and Slender CFT Beam-Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Zhichao Lai; Amit H. Varma; Lawrence G. Griffis
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube (CFT) beam-columns are categorized as compact, noncompact, or slender depending on the governing slenderness ratio (width-to-thickness
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    Analysis and Design of Noncompact and Slender CFT Beam-Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Zhichao Lai; Amit H. Varma; Lawrence G. Griffis
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube (CFT) beam-columns are categorized as compact, noncompact, or slender depending on the governing slenderness ratio (width-to-thickness b/t or D/t ratio, λ) of the steel-tube wall. The current ...
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    Retrofit of Built-Up Steel Columns: Modeling and Fundamental Behavior 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Zhichao Lai; Amit H. Varma; Robert J. Connor
    Publisher: American Society of Civil Engineers
    Abstract: Cover plates are often added to built-up steel columns as an effective retrofit method for increasing strength. For retrofitted columns, the original member carries all loads, whereas the added cover plates resist only the ...
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    Experimental Behavior and Design of High-Strength Circular Concrete-Filled Steel Tube Short Columns 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Jiangang Wei; Xia Luo; Zhichao Lai; Amit H. Varma
    Publisher: ASCE
    Abstract: This paper investigates the behavior of high-strength circular concrete-filled steel tube (CFST) short columns. An experimental database consisting of 87 tests conducted on high-strength circular CFST short columns was ...
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    Experimental Study on the Seismic Behavior of Tie Bar Stiffened Round-Ended Concrete-Filled Steel Tube Columns 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Faxing Ding; Zhicheng Pan; Zhichao Lai; Zhiwu Yu
    Publisher: ASCE
    Abstract: This paper experimentally investigates the seismic behavior of tie bar stiffened round-ended concrete-filled steel tube columns. A total of 16 specimens were tested. The test parameters included the axial load ratio, bending ...
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    Database and Review of Beam-to-Column Connections for Seismic Design of Composite Special Moment Frames 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Zhichao Lai;Erica C. Fischer;Amit H. Varma
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews the experimental research on beam-to-column connections for composite special moment frames (C-SMFs) and presents an experimental database consisting of 165 tests conducted on these connections. The paper ...
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    Database and Review of Beam-to-Column Connections for Seismic Design of Composite Special Moment Frames 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Zhichao Lai; Erica C. Fischer; Amit H. Varma
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews the experimental research on beam-to-column connections for composite special moment frames (C-SMFs) and presents an experimental database consisting of 165 tests conducted on these connections. The paper ...
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