Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers [Research Brief]

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

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Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers [Research Brief]

2024-10-01
By Ko, Yu-Fu ; Gonzalez, Jessica

[PDF-195.72 KB]

English

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Creators:

Ko, Yu-Fu ; Gonzalez, Jessica

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

San Jose State University. College of Business. Mineta Transportation Institute ; California State University, Long Beach

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

State of California SB1 2017/2018, Trustees of the California State University Sponsored Programs Administration ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology

State of California SB1 2017/2018, Trustees of the California State University Sponsored Programs Administration ; 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:

[+]

Earthquake Engineering Earthquake Resistant Structures Fatigue (Mechanics) Finite Element Method Reinforced Concrete Bridges
Publication/ Report Number:

2328
Resource Type:

Brief
Geographical Coverage:

California ; United States

California ; United States Less -
Edition:

Research Brief
Corporate Publisher:

San Jose State University. College of Business. Mineta Transportation Institute
Abstract:

The purpose of this research is to include the effects of low-cycle fatigue fracture of longitudinal reinforcing steel bars on the seismic performance of RC bridge piers as well as to assess the seismic damage of bridge columns accurately and effectively. It is imperative to propose numerical models that could accurately predict the seismic behavior of RC bridges as well as assess the damage states of RC bridges. Effective models would allow engineers and other transportation professionals to take action to prevent and repair this essential infrastructure.
Format:

PDF
Collection(s):

University Transportation Centers
Main Document Checksum:

[+]

urn:sha-512:14b1454455ee69a84e0a43980e5beb3b4008eaa484573d4de98c4199052840de203468bcb2396f5507f0b864c7969be617e0f2be892e1a209793ad21024979c5
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https://rosap.ntl.bts.gov/view/dot/78003/dot_78003_DS1.pdf
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Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers [Research Brief]

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