Uncertainty Analysis of Creep and Shrinkage Effects in Long-Span Continuous Rigid Frame of Sutong Bridge-Reference-Cited by-同舟云学术

Uncertainty Analysis of Creep and Shrinkage Effects in Long-Span Continuous Rigid Frame of Sutong Bridge

Published:2011-03 Issue:2 Volume:16 Page:248-258
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Pan Zuanfeng¹²³,Fu Chung C.¹²³,Jiang Yong¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing, China 210096; and Visiting Scholar and Research Assistant, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

2. Director and Research Professor, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

3. Design Engineer, China Zhongtie Major Bridge Engineering Group, Wuhan, China 430050.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000147

Reference19 articles.

1. American Concrete Institute (ACI). (1992). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI Manual of Concrete Practice Part 1 ACI209R-92 Detroit.

2. AASHTO. (2007). LRFD bridge design specifications 4th Ed. Washington DC.

3. Creep and shrinkage prediction model for analysis and design of concrete structures— model B3

4. Justification and refinements of model B3 for concrete creep and shrinkage 1. statistics and sensitivity

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