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    Seismic Performance of Cold-Formed Steel Shear Walls Using Corrugated Sheathing with Slits 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Wenying Zhang; Cheng Yu; Mahsa Mahdavian
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study and numerical simulation analyzing the seismic performance of low- and midrise cold-formed steel-framed buildings using shear walls sheathed with corrugated steel sheets with slits. ...
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    Novel Energy Dissipation Bracing Designed for Corrugated Sheet–Sheathed Cold-Formed Steel Shear Wall 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021171-1
    Author(s): Cheng Yu; Yu Tian; Weiming Yan; Wenying Zhang
    Publisher: ASCE
    Abstract: This study developed a special energy dissipation X-bracing for cold-formed steel (CFS) shear walls to improve the ductility of the corrugated steel sheathing. In previous research, CFS shear walls with corrugated sheathing ...
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    Experiments and Simulations of Cold-Formed Steel Wall Assemblies Using Corrugated Steel Sheathing Subjected to Shear and Gravity Loads 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Wenying Zhang; Mahsa Mahdavian; Yuanqi Li; Cheng Yu
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents experimental and numerical investigation of cold-formed steel (CFS)–framed walls sheathed with corrugated steel sheets. The new wall technology is considered as an alternative shear wall configuration ...
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    Behavior and Design of Thin-Walled Cold-Formed Steel Clip Angles Subjected to Shear Load 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Cheng Yu; Mohamad Yousof; Mahsa Mahdavian; Wenying Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Thin-walled cold-formed steel (CFS) clip angles are commonly used to connect CFS framing members or attach CFS members to the main building structure. The design provisions for CFS clip angle connectors have not been ...
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    Behavior and Design of Thin-Walled Cold-Formed Steel Clip Angles Subjected to Shear Load 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Cheng Yu; Mohamad Yousof; Mahsa Mahdavian; Wenying Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Thin-walled cold-formed steel (CFS) clip angles are commonly used to connect CFS framing members or attach CFS members to the main building structure. The design provisions for CFS clip angle connectors have not been ...
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    Design of Cold-Formed Steel Clip Angles in Compression 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Cheng Yu; Mohamad Yousof; Mahsa Mahdavian; Wenying Zhang
    Publisher: American Society of Civil Engineers
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    Seismic Performance Evaluation of Cold-Formed Steel Shear Walls Using Corrugated Steel Sheathing 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Wenying Zhang; Mahsa Mahdavian; Yuanqi Li; Cheng Yu
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel shear wall with corrugated sheet steel sheathing is a newly proposed lateral force resisting system from recent research work. The advantages of noncombustibility, high shear strength and high shear ...
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    Preference Information Incorporation for Decision Making in the Biobjective Alignment Optimization Problem of River-Crossing Tunnels 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Zhuoye Zhang; Linjun Lu; Lian Zhu; Wenying Zhang; Jun Yang
    Publisher: ASCE
    Abstract: For a specific multiobjective tunnel alignment design problem, engineers have difficulty finding a suitable solution to satisfy a set of preference criteria. This paper presents a biobjective optimization approach incorporating ...
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