Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned-Reference-Cited by-同舟云学术

Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned

Published:2012-06 Issue:6 Volume:138 Page:687-696
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bažant Zdene ˘k P.¹,Yu Qiang²,Li Guang-Hua³

Affiliation:

1. McCormick Institute Professor and W. P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Road, CEE/A135, Evanston, IL 60208 (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Pittsburgh, PA; formerly, Postdoctoral Research Associate, Northwestern Univ., Evanston, IL 60208.

3. Graduate Research Assistant, Northwestern Univ., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000375

Reference51 articles.

1. ABAM Engineers Inc. (ABAM). (1993). “Basis for design Koror-Babeldaob bridge repairs.” Rep. submitted to Bureau of Public Works Koror Republic of Palau October.

2. ACI Committee 209 (ACI). (1971). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI-SP27 Farmington Hills MI 51–93.

3. ACI Committee 209 (ACI). (2008). “Guide for modeling and calculating shrinkage and creep in hardened concrete.” ACI Report 209.2R-08 Farmington Hills MI.

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