Fatigue Reliability Assessment for Orthotropic Steel Deck Details Using Copulas: Application to Nan-Xi Yangtze River Bridge-Reference-Cited by-同舟云学术

Fatigue Reliability Assessment for Orthotropic Steel Deck Details Using Copulas: Application to Nan-Xi Yangtze River Bridge

Published:2018-01 Issue:1 Volume:23 Page:04017123
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Yang¹,Zhang Haiping²,Li Deru³,Deng Yang⁴,Jiang Nan³

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960, Section 2 of Wanjiali South Rd., Changsha, Hunan 410114, China.

2. Ph.D. Student, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960, Section 2 of Wanjiali South Rd., Changsha, Hunan 410114, China (corresponding author).

3. Ph.D. Student, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960, Section 2 of Wanjiali South Rd., Changsha, Hunan 410114, China.

4. Associate Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, No. 960, Section 2 of Wanjiali South Rd., Changsha, Hunan 410114, China.

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.1943-5592.0001152

Reference35 articles.

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3. British Standards Institution. (1980). Steel concrete and composite bridges part10: Code of practice for fatigue.” BS 5400 London.

4. The t Copula and Related Copulas

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