Fatigue Reliability Assessment of a Long-Span Cable-Stayed Bridge Based on One-Year Monitoring Strain Data-Reference-Cited by-同舟云学术

Fatigue Reliability Assessment of a Long-Span Cable-Stayed Bridge Based on One-Year Monitoring Strain Data

Published:2019-01 Issue:1 Volume:24 Page:05018015
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mao Jian-Xiao¹,Wang Hao²,Li Jian³

Affiliation:

1. Ph.D. Candidate, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China.

2. Professor, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author).

3. Chair’s Council Assistant Professor, Dept. of Civil, Environmental, & Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, Kansas 66045.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001337

Reference43 articles.

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3. Fatigue cracks induced by traffic loading on steel bridges’ slender orthotropic decks;Battista R. C.;Trans. Model. Simul.,1999

4. Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data

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