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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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    Influence of Axial Load Ratio on the Seismic Behavior of Steel Fiber–Reinforced Concrete Composite Shear Walls 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Hongmei Zhang; Ying Zhang; Xilin Lu; Yuanfeng Duan; Hanshu Zhang
    Publisher: ASCE
    Abstract: The seismic behavior of shear walls is significantly influenced by the axial load ratio (ALR), and a maximum ALR limit is generally specified by current seismic design code. To achieve improved performance under a high ...
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