Reliability Estimation of Horizontal Rotation at Beam End of Long-Span Continuous Truss Bridge Affected by Temperature Gradients-Reference-Cited by-同舟云学术

Reliability Estimation of Horizontal Rotation at Beam End of Long-Span Continuous Truss Bridge Affected by Temperature Gradients

Published:2019-12 Issue:6 Volume:33 Page:04019061
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wang Gaoxin¹^ORCID,Ding Youliang²

Affiliation:

1. Lecturer, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, 1 Daxuelu Rd., Quanshan District, Xuzhou 221116, China. ORCID: .

2. Professor, Dept. of Civil Engineering, Southeast Univ., 2 Sipailou Rd., Xuanwu District, Nanjing 210096, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001336

Reference12 articles.

1. Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature

2. Ditlevsen O. and H. O. Madsen. 1996. “Structural reliability methods.” Accessed July 1 2005. https://www.researchgate.net/publication/263047733_Structural_Reliability_Methods.

3. Dynamic behavior comparison of steel-composite and concrete high speed railway bridges

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