Combined use of SHMS and finite element strain data for assessing the fatigue reliability index of girder components in long-span cable-stayed bridge-Reference-Cited by-同舟云学术

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Combined use of SHMS and finite element strain data for assessing the fatigue reliability index of girder components in long-span cable-stayed bridge

Published:2010-10 Issue:2 Volume:54 Page:127-136
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Wang Y.,Li Z.X.,Li A.Q.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference29 articles.

1. Total reliability of multi-component structures: system integrity criterion;Sih,2010

2. Fatigue reliability reassessment procedures: state-of-the-art paper;Byers;J. Struct. Eng., ASCE,1997

3. Assessment of remaining fatigue life of existing railway riveted bridges;Luo;ASCE,1996

4. Fatigue life estimation of welding seams of steel–concrete quasi-bond box girder;Zhen;Journal of Hefei University of Technology,2004

5. Fatigue-reliability evaluation of steel bridges;Zhao;J. Struct. Eng., ASCE,1994

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