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    Improved Probabilistic Seismic Demand–Intensity Relationship: Heteroscedastic Approaches 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001:;page 04024089-1
    Author(s): Libo Chen
    Publisher: American Society of Civil Engineers
    Abstract: As an integral part of assessing the seismic performance of structures, the probabilistic seismic demand–intensity relationship has been widely studied. In this study, the phenomenon of heteroscedasticity in probabilistic ...
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    Investigation of Intraclass Correlation of Seismic Capacity for RC Bridge Piers Based on Hierarchical Model 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003:;page 04024041-1
    Author(s): Libo Chen; Ruchun Mo; Yu Chen; Zhan Guo; Zhenfeng Zheng
    Publisher: American Society of Civil Engineers
    Abstract: The framework for performance-based seismic design and assessment of bridges grapples with the pressing challenge of precisely estimating the seismic capacities correlation amongst bridge piers. To address this issue, a ...
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    Probabilistic Seismic Capacity Model of Pier Columns: A Semiparametric Regression Approach 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 003:;page 04023021-1
    Author(s): Libo Chen; Liangpeng Chen; Zhenfeng Zheng; Zhan Guo; Paolo Gardoni
    Publisher: ASCE
    Abstract: Piers are usually the most vulnerable components in a bridge structure and generally undergo excessive deformation, which will lead to damage and even whole structural collapse. This paper investigates the probabilistic ...
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