Long-Term Behavior of Composite Beams under Positive and Negative Bending. I: Experimental Study-Reference-Cited by-同舟云学术

Long-Term Behavior of Composite Beams under Positive and Negative Bending. I: Experimental Study

Published:2010-07 Issue:7 Volume:136 Page:849-857
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fan Jiansheng¹²³⁴,Nie Jianguo¹²³⁴,Li Quanwang¹²³⁴,Wang Hao¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Professor, Dept. of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua Univ., Beijing 100084, China.

3. Assistant Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Senior Engineer, Beijing Institute of Architectural Design, Beijing 100045, China.

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.0000175

Reference18 articles.

1. American Concrete Institute (ACI). (1982). “Building code requirements for structural concrete and commentary.” ACI 209 Detroit.

2. American Concrete Institute (ACI). (1997). “Cracking of concrete members in direct tension.” ACI 224 Detroit.

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

4. Practical prediction of time-dependent deformations of concrete. Part I—Shrinkage;Bazant Z. P.;Mater. Struct.,1978

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