Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single Column Pier-Supported Bridges Using Damage Indices [Research Brief]

Ko, Yu-Fu; Gonzalez, Jessica; Mineta Transportation Institute; San Jose State University; California State University, Long Beach

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Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single Column Pier-Supported Bridges Using Damage Indices [Research Brief]

2023-08-01
By Ko, Yu-Fu ; Gonzalez, Jessica

[PDF-706.07 KB]

English

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Details:

Creators:

Ko, Yu-Fu ; Gonzalez, Jessica

Ko, Yu-Fu ; Gonzalez, Jessica Less -
Corporate Creators:

Mineta Transportation Institute ; San Jose State University ; California State University, Long Beach

Mineta Transportation Institute ; San Jose State University ; California State University, Long Beach Less -
Corporate Contributors:

United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology

United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology Less -
Subject/TRT Terms:

[+]

Dynamic Structural Analysis Earthquake Engineering Finite Element Method Reinforced Concrete Bridges
Publication/ Report Number:

2241
Resource Type:

Brief
Geographical Coverage:

California ; United States

California ; United States Less -
Edition:

Research Brief
Corporate Publisher:

Mineta Transportation Institute
Abstract:

Near-fault earthquakes can have major effects on transportation systems due to the structural damage they impose on bridges. Therefore, it is imperative to assess the seismic damage of bridges appropriately. This research focuses on reinforced concrete (RC) bridges. An improved understanding of the deterioration on the RC bridge column’s structural performance lends itself to better assessment procedures and retrofitting methods. This research advances the seismic assessment of RC single-column pier-supported bridges with flexural failure under near-fault ground motion by using ductility coefficient and damage indices.
Format:

PDF
Collection(s):

University Transportation Centers
Main Document Checksum:

[+]

urn:sha256:56964a672ddc43b7f5c0c6016349c9d3a06105aaea19b78c4eddb98542f6ff47
Download URL:

https://rosap.ntl.bts.gov/view/dot/68907/dot_68907_DS1.pdf
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Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single Column Pier-Supported Bridges Using Damage Indices [Research Brief]

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