Crack-based serviceability assessment of post-tensioned segmental concrete box-girder bridges-Reference-Cited by-同舟云学术

Crack-based serviceability assessment of post-tensioned segmental concrete box-girder bridges

Published:2021-04 Issue: Volume:30 Page:1097-1108
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

He Zhi-Qi,Li Yonghui,Xu Tian,Liu Zhao,Ma Zhongguo John

Funder

National Natural Science Foundation of China

Outstanding Youth Foundation of Jiangsu Province of China

Publisher

Elsevier BV

Subject

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

Reference47 articles.

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3. Wood SL, Hagenberger MJ, Heller BE, and Wagener PJ. Evaluation of serviceability requirements for load rating prestressed concrete bridges. Report No. FHWA/TX-07/0-1895-1. Austin, TX: Center for Transportation Research, the University of Texas at Austin; 2007.

4. Investigation research on crack of long-span prestressed concrete box girder bridges in service;Wang;J Highway Transp Res Dev,2008

5. Pervasiveness of excessive segmental bridge deflections: wake-up call for creep;Bažant;ACI Struct J,2011

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