Review of Study of Long-term Deflection for Long Span Prestressed Concrete Box-girder Bridge-Reference-Cited by-同舟云学术

Review of Study of Long-term Deflection for Long Span Prestressed Concrete Box-girder Bridge

Published:2007-12 Issue:2 Volume:2 Page:47-51
ISSN:2095-6215
Container-title:Journal of Highway and Transportation Research and Development (English Edition)
language:en
Short-container-title:J. Highway Transp. Res. Dev. (English Ed.)

Author:

Xie Jun¹²,Wang Guo-liang¹,Zheng Xiao-Hua¹

Affiliation:

1. Research Institute of Highway, Ministry of Communications, Beijing 100088, China

2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Medicine

Link

http://ascelibrary.org/doi/pdf/10.1061/JHTRCQ.0000194

Reference13 articles.

1. Design of Long Span Concrete Box Girder Bridges Challenges and Solutions [ C ] //Proceedings of the Structures Congress-building on the Past: Securing the Future.Nashville, TN;RODRIGUEZ S;USA: ASCE,2004

2. TAKACS P F. Deformations in Concrete Cantilever Bridges: Observations and Theoretical Modeling [D] .Norway:The Norwegian University of Science and Technology 2002.

3. [ 3 ] MANZANAREZ R OLMER M. Parrotts Ferry Bridge Retrofit [ R]. T. Y. Lin. International 1994.

4. Long-term Observation for Deflection of Prestressed Concrete Rigid Frame Bridge [j];YANG;Highway,2004

5. Monitoring of a Prestressed Segmental Box Girder Bridge During Strengthening

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