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    Fatigue Performance Analysis of Damaged Steel Beams Strengthened with Prestressed Unbonded CFRP Plates 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 007
    Author(s): Ye Huawen;Li Cuijuan;Pei Shiling;Ummenhofer Thomas;Qu Haobo
    Publisher: American Society of Civil Engineers
    Abstract: A study was experimentally and numerically conducted to investigate the fatigue performance of notched steel beams strengthened with prestressed unbonded carbon-fiber-reinforced polymer (CFRP) plates. The experimental study ...
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    Nonlinear Analysis of a 10-Story Building Shake Table Specimen with Mass Timber Rocking Walls 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025180-1
    Author(s): Wichman, Sarah; Berman, Jeffrey W.; Zimmerman, Reid B.; Pei, Shiling
    Publisher: American Society of Civil Engineers
    Abstract: AbstractMass timber buildings are becoming increasingly popular in the United States and around the world as they offer benefits such as fast construction, a desirable aesthetic, and the use of a sustainable building ...
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    Experimental Investigation of Seismic Uncertainty Propagation through Shake Table Tests 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Deng Peng;Pei Shiling;van de Lindt John W.;Zhang Chao
    Publisher: American Society of Civil Engineers
    Abstract: The propagation of uncertainty in seismic response analysis is the mechanism through which ground motion (GM) uncertainty and structural parameter (SP) uncertainty contribute to response variability, and is critical for ...
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