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    Nonlinear Finite-Element Analysis of the Seismic Behavior of RC Column–Steel Beam Connections with Shear Failure Mode 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021160-1
    Author(s): Yuchen Tao; Weijian Zhao; Jiangpeng Shu; Yuanzhang Yang
    Publisher: ASCE
    Abstract: RC column–steel beam (RCS) systems, a novel type of hybrid structure, have been used widely in recent decades owing to their excellent seismic performance and simple fabrication process. However, due to the effects of ...
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    Numerical Simulation of Bent Corner of FRP Stirrups with Rectangular Cross Sections 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023120-1
    Author(s): Weijian Zhao; Kai Jiang; Yuanzhang Yang
    Publisher: ASCE
    Abstract: Due to the strength reduction at the bent corners of fiber-reinforced polymer (FRP) stirrups, the high tensile strength of FRP reinforcement cannot be fully utilized in concrete structures. Although numerous experimental ...
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    Experimental and Numerical Investigation of Headed Bar Joints between Precast Concrete Bridge Slabs Loaded in Tension 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 011:;page 04023086-1
    Author(s): Weijian Zhao; Lingmao Wang; Yuanzhang Yang; Hitoshi Takeda; Tetsuo Kawaguchi; Takahiko Watanabe
    Publisher: ASCE
    Abstract: A new connection joint between precast concrete bridge slabs, headed bar joints in high-performance fiber-reinforced mortar (HPFRM), is proposed to reduce the lap length and simplify the construction process of the traditional ...
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    Identifying Modal Parameters of a Multispan Bridge Based on High-Rate GNSS–RTK Measurement Using the CEEMD–RDT Approach 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 008:;page 04021049-1
    Author(s): Yanbo Niu; Yun Ye; Weijian Zhao; Yuanfeng Duan; Jiangpeng Shu
    Publisher: ASCE
    Abstract: This article aims to develop a hybrid approach of complementary ensemble empirical mode decomposition (CEEMD) and random decrement technique (RDT) for identifying the modal parameters (i.e., natural frequency and damping ...
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