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    Cyclic Behavior of Traditional and Innovative Composite Shear Walls 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Qiuhong Zhao; Abolhassan Astaneh-Asl
    Publisher: American Society of Civil Engineers
    Abstract: Shear wall systems are one of the most commonly used lateral-load resisting systems in high-rise buildings. The composite shear wall system studied herein consists of a steel plate shear wall with a reinforced concrete ...
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    Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on L/b Ratios 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): John S. Hastings; Qiuhong Zhao; Edwin G. Burdette
    Publisher: American Society of Civil Engineers
    Abstract: The erection of steel plate girders during the construction process of a steel bridge is a complex operation, which is often left to the contractor and/or the subcontractor to plan and execute. Rules of thumb have been ...
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    Closure to “Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on <i>L</i>/<i>b</i> Ratios” by John S. Hastings, Qiuhong Zhao, and Edwin G. Burdette 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): John S. Hastings; Qiuhong Zhao; Edwin G. Burdette
    Publisher: American Society of Civil Engineers
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    Cyclic Behavior of Corrugated Double-Skin Composite Walls with Different Aspect Ratios 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Qiuhong Zhao; Yikang Li; Ying Tian; Zhongxian Li
    Publisher: ASCE
    Abstract: Experiments and finite element (FE) simulations were conducted on corrugated double-skin composite (Co-DSC) walls consisting of concrete-filled steel tubes (CFTs) and corrugated steel faceplates connected by tie bolts with ...
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