Seismic Behavior of Steel Bridges with Fatigue-Prone Details [Research Brief]

Mahmoud, Hussam; Irfaee, Mazin; Hassan, Emad; Mountain Plains Consortium

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Seismic Behavior of Steel Bridges with Fatigue-Prone Details [Research Brief]

2018-09-01
By Mahmoud, Hussam ; Irfaee, Mazin ; Hassan, Emad

[PDF-496.52 KB]

English

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Details:

Creators:

Mahmoud, Hussam ; Irfaee, Mazin ; Hassan, Emad

Mahmoud, Hussam ; Irfaee, Mazin ; Hassan, Emad Less -
Corporate Creators:

Mountain Plains Consortium
Corporate Contributors:

Colorado State University ; United States. Department of Transportation. Research and Innovative Technology Administration

Colorado State University ; United States. Department of Transportation. Research and Innovative Technology Administration Less -
Subject/TRT Terms:

[+]

Bridge Superstructures Cracking Dislocation (Geology) Earthquake Resistant Design Fatigue (Mechanics) Finite Element Method Girder Bridges Reinforced Concrete Seismicity Steel Bridges
Publication/ Report Number:

MPC 18-368
Resource Type:

Brief
Geographical Coverage:

United States
Corporate Publisher:

Mountain Plains Consortium
Abstract:

Steel bridges are vulnerable to earthquake ground motions. On question that is unanswered is, what role does fatigue cracking play in the seismic performance of bridges? This is an important question because many steel bridges, particularly those built before 1970, have shown signs of excessive deterioration and fatigue cracking.
Format:

PDF
Funding:

MPC-382
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:908ee410592675e9391c670c6a889b1846f0bca9cd3c62ecd8fe07cbe59770d0
Download URL:

https://rosap.ntl.bts.gov/view/dot/42708/dot_42708_DS1.pdf
File Type:

No Additional Files

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Seismic Behavior of Steel Bridges with Fatigue-Prone Details [Research Brief]

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