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    Examining the Evolution of China’s Urban Interlocking Networks Based on the Spatial Agglomeration of Producer Services 

    Source: Journal of Urban Planning and Development:;2022:;Volume ( 148 ):;issue: 001:;page 04021063
    Author(s): Qingchun Meng; Cunli Wang; Chengwei Wang
    Publisher: ASCE
    Abstract: Agglomeration of producer services forms the basis for regional industrial layout optimization, whereas urban association adequately describes the spatial pattern of producer services agglomeration. Based on the relationship ...
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    Distributed Operational Modal Analysis of Multispan Bridges 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 005:;page 04025016-1
    Author(s): Maurizio Morgese; Chengwei Wang; Todd Taylor; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for estimating the mode shapes of multispan structures based on the distributed optical fiber strain sensors. The dynamic mode decomposition method was employed to decompose the spatial–temporal strain ...
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    Stress–Strain Response of Optical Fibers in Direct Tension 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 007:;page 04023037-1
    Author(s): Maurizio Morgese; Chengwei Wang; Yu Ying; Todd Taylor; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: Stress-strain response of optical fibers in direct tension is introduced in this article. The research involved direct tension tests of optical fibers and development of theoretical relationships describing the tensile ...
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    Distributed Detection and Quantification of Cracks in Operating Large Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023101-1
    Author(s): Maurizio Morgese; Chengwei Wang; Todd Taylor; Mahmoud Etemadi; Farhad Ansari
    Publisher: ASCE
    Abstract: A bridge monitoring approach is proposed for the distributed detection and quantification of crack opening displacements (CODs) along the lengths of large bridges. The proposed method does not require a priori knowledge ...
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