Fatigue performance evaluation of steel-UHPC composite orthotropic deck in a long-span cable-stayed bridge under in-service traffic-Reference-Cited by-同舟云学术

Fatigue performance evaluation of steel-UHPC composite orthotropic deck in a long-span cable-stayed bridge under in-service traffic

Published:2022-03 Issue: Volume:254 Page:113875
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Qin Shiqiang,Zhang Jiabin,Huang Chunlei,Gao Liqiang,Bao Yi

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference53 articles.

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2. Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks;Xiao;Int J Fatigue,2008

3. Connor, R.J., 2012. Manual for design, construction, and maintenance of orthotropic steel deck bridges (No. FHWA-IF-12-027). United States. Federal Highway Administration.

4. Fatigue performance of orthotropic steel-concrete composite deck with large-size longitudinal U-shaped ribs;Zhang;Eng Struct,2017

5. Transverse fatigue behaviour of steel-UHPC composite deck with large-size U-ribs;Liu;Eng Struct,2019

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