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    Improved Component-Level Deterioration Modeling and Capacity Estimation for Seismic Fragility Assessment of Highway Bridges 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004:;page 04021053-1
    Author(s): Shivang Shekhar; Jayadipta Ghosh
    Publisher: ASCE
    Abstract: This paper presents a novel vector-based seismic vulnerability assessment methodology for deteriorating highway bridges by uniquely accounting for realistic deterioration of key structural components. The proposed framework ...
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    Climate Change Impact on Seismic Vulnerability of Aging Highway Bridges 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004:;page 04023041-1
    Author(s): N. R. Chirdeep; Shivang Shekhar; A. Bahurudeen
    Publisher: ASCE
    Abstract: The lateral load–carrying capacity of highway bridges is adversely affected by corrosion deterioration of reinforced concrete (RC) bridge piers during earthquakes. Recent studies reveal that increased global warming due ...
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    Impact of Design Code Evolution on Failure Mechanism and Seismic Fragility of Highway Bridge Piers 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 002
    Author(s): Shivang Shekhar; Jayadipta Ghosh; Siddhartha Ghosh
    Publisher: ASCE
    Abstract: Seismic design principles of highway bridges across the globe have undergone significant modifications over the last decades, from little consideration of seismic effects to adoption of modern ductile detailing principles. ...
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