Beam Finite Element Including Shear Lag Effect of Extra-Wide Concrete Box Girders-Reference-Cited by-同舟云学术

Beam Finite Element Including Shear Lag Effect of Extra-Wide Concrete Box Girders

Published:2018-11 Issue:11 Volume:23 Page:04018083
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Guangpan¹,Li Aiqun²,Li Jianhui³,Duan Maojun⁴,Spencer Billie F.⁵,Zhu Li⁶

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China (corresponding author).

2. Professor, School of Civil Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

3. Associate Professor, School of Civil Engineering, Nanjing Forestry Univ., Nanjing, Jiangsu 210037, China.

4. Lecturer, School of Civil Engineering, Nanjing Forestry Univ., Nanjing, Jiangsu 210037, China.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

6. Lecturer, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

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.1943-5592.0001297

Reference29 articles.

1. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;J. Am. Concr. Inst.,1972

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

3. Random Creep and Shrinkage in Structures: Ampling

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