Fatigue Stress Spectra and Reliability Evaluation of Short- to Medium-Span Bridges under Stochastic and Dynamic Traffic Loads-Reference-Cited by-同舟云学术

Fatigue Stress Spectra and Reliability Evaluation of Short- to Medium-Span Bridges under Stochastic and Dynamic Traffic Loads

Published:2017-12 Issue:12 Volume:22 Page:04017102
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yan Donghuang¹,Luo Yuan²,Lu Naiwei³,Yuan Ming⁴,Beer Michael⁵

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

2. Research Assistant, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author).

3. Lecturer, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

4. Assistant Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

5. Professor, Institute for Risk and Relide@ability, Leibniz Univ. Hannover, Hannover 31509, Germany; Affiliated Professor, Institute for Risk and Uncertainty, Univ. of Liverpool, Liverpool L69 3BX, U.K.; Affiliated Professor, Shanghai Inst. of Disaster Prevention and Relief, Tongji Univ., Shanghai 200092, 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.1943-5592.0001137

Reference40 articles.

1. BSI (British Standards Institution). (2006). “Steel concrete and composite bridges. 2: Specifications for loads.” BS 5400 London.

2. CEN (European Committee for Standardization). (2005). “Eurocode 3: Design of steel structure—Part 1–9: Fatigue.” EN1993-1-9 Brussels Belgium.

3. Finite element modelling for fatigue stress analysis of large suspension bridges

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