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    Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022088
    Author(s): Ming-Sheng Xue; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li
    Publisher: ASCE
    Abstract: The deflection of a bridge under a dominant load, called key deflection is an important parameter that reflects the load-bearing capacity of in-service bridges. The impact vibration test is a good candidate for obtaining ...
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    Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 003:;page 04024116-1
    Author(s): Ming-Sheng Xue; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li
    Publisher: American Society of Civil Engineers
    Abstract: Flexibility is a key parameter that reflects the service status of an engineering structure, which includes safety and applicability. Rapid structural safety evaluation based on active excitation tests for flexibility has ...
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    Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008:;page 04022065
    Author(s): Ming-Sheng Xue; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li
    Publisher: ASCE
    Abstract: To achieve a high-efficiency impact test for deck flexibility identification of bridges, a reference-free substructuring test strategy with a two-stage integration method is proposed, which can be adopted to integrate the ...
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    Deflection Field Identification of Bridges under Goal Load Based on Mode Expansion Method with Sparse Test Points 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 003:;page 04025001-1
    Author(s): Ming-Sheng Xue; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li
    Publisher: American Society of Civil Engineers
    Abstract: A mode expansion method combined with a sparse point impact test strategy that establishes the relationship between the sparse flexibility matrix and the static response field of a bridge under a distributed load is proposed ...
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    Bridge Flexibility Identification through a Reference-Free Substructuring Integration Method Driven by Mode Fitting 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 003:;page 04021164
    Author(s): Ming-Sheng Xue; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li
    Publisher: ASCE
    Abstract: Flexibility plays an important role in bridge load-carrying capacity assessment. The flexibility of bridges has been extracted from the measured data of numerical impact testing and in laboratory experiments. Recently, ...
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