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    Modified Best-Selection Method for Bridge Live-Load Model Development 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022027
    Author(s): Sasan Siavashi; Christopher D. Eamon
    Publisher: ASCE
    Abstract: Due to the expanding availability of high-fidelity weigh-in-motion (WIM) data in recent years, various local agencies have modified bridge design and rating procedures to best reflect state-specific traffic loads. However, ...
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    Development of Traffic Live-Load Models for Bridge Superstructure Rating with RBDO and Best Selection Approach 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Sasan Siavashi; Christopher D. Eamon
    Publisher: American Society of Civil Engineers
    Abstract: Reliability-based design optimization (RBDO) is frequently used to determine optimal structural geometry and material characteristics that can best meet performance goals while considering uncertainties. In this study, the ...
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    Load Truncation Approach for Development of Live-Load Factors for Bridge Rating 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author(s): Sasan Siavashi; Christopher D. Eamon
    Publisher: ASCE
    Abstract: Various local governments have developed state-specific vehicular live-load factors for bridge rating. However, a significant computational demand is often associated with such an effort. This is due to the large size of ...
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    Long-Term Durability of FRP Bond in the Midwest United States for Externally Strengthened Bridge Components 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 002
    Author(s): Sasan Siavashi; Christopher D. Eamon; Abdel A. Makkawy; Hwai-Chung Wu
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the bond strength of a typical FRP system subjected to long-term natural weathering in the midwest United States is experimentally investigated, and the rate of degradation is estimated. To do this, the bond ...
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