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    Closure to “Equivalent Static Wind Loads on Long-Span Roof Structures” by J. Fu, Z. Xie, and Q. S. Li 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Jiyang Fu; Zhuangning Xie; Q. S. Li
    Publisher: American Society of Civil Engineers
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    Equivalent Static Wind Loads on Long-Span Roof Structures 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Jiyang Fu; Zhuangning Xie; Q. S. Li
    Publisher: American Society of Civil Engineers
    Abstract: The loads on buildings and structures caused by the buffeting action of wind have traditionally been analyzed using the gust loading factor (GLF) approach in most codes and standards. In the GLF approach, the equivalent ...
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    Lateral-Torsional Buckling of Circular Steel Arches under Arbitrary Radial Concentrated Load 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Airong Liu; Hanwen Lu; Jiyang Fu; Yong-Lin Pi
    Publisher: American Society of Civil Engineers
    Abstract: Steel arches are applied in many engineering structures because of their excellent capacity to resist various transverse loadings. Modified (or normalized) slenderness plays an important role in the strength design of steel ...
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    Closure to “Performance-Based Wind-Resistant Optimization Design for Tall Building Structures” by Ting Deng, Jiyang Fu, Qingxing Zheng, Jiurong Wu, and Yonglin Pi 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008:;page 07020010-1
    Author(s): Ting Deng; Jiyang Fu; Qingxing Zheng; Jiurong Wu; Yonglin Pi
    Publisher: ASCE
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    Model Test and Optimal Design of the Joint in a Sunflower Arch Bridge 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 002
    Author(s): Yonghui Huang; Jiyang Fu; Airong Liu; Rui Rao; Di Wu; Jianwen Shen
    Publisher: American Society of Civil Engineers
    Abstract: The sunflower arch bridge is a new type of reinforced concrete arch bridge that has been developed recently. Because of the complex constructional details, the stress distribution at the joint between the main arch and ...
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