Residual strength assessment of a heat straightened ASTM A 7 Steel I-section member exposed to a fire event-Reference-Cited by-同舟云学术

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Residual strength assessment of a heat straightened ASTM A 7 Steel I-section member exposed to a fire event

Published:2024-09 Issue: Volume:315 Page:118432
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sajid Hizb Ullah,Barrett Timothy J.,Slein Ryan

Funder

Federal Highway Administration

Publisher

Elsevier BV

Reference64 articles.

1. Fire loss in the United States during 2021;Hall;Natl Fire Prot Assoc,2022

2. Post-fire mechanical behavior of ASTM A572 steels subjected to high stress triaxialities;Sajid;Eng Struct,2019

3. Fire hazard in bridges: review, assessment and repair strategies;Garlock;Eng Struct,2012

4. Review and assessment of fire hazard in bridges;Kodur;Transp Res Rec,2010

5. Assessment of Passive Fire Protection on Steel-girder Bridges;Davidson,2012

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