Beam-Truss Model of Steel-Concrete Composite Box-Girder Bridges-Reference-Cited by-同舟云学术

Beam-Truss Model of Steel-Concrete Composite Box-Girder Bridges

Published:2014-07 Issue:7 Volume:19 Page:04014023
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nie Jian-Guo¹,Zhu Li²

Affiliation:

1. Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

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.1943-5592.0000592

Reference29 articles.

1. Abbas S. (1993). “Nonlinear geometric material and time-dependent analysis of segmentally erected three-dimensional cable-stayed bridges.” Rep. SEMM-1993/09 Univ. of California Berkeley CA.

2. Modeling of curved composite I-girder bridges using spatial systems of beam elements

3. Analysis of composite bridge superstructures using modified grillage method;Al-Sarraf S. Z.;Eng. Tech. J.,2009

4. ANSYS 12.0 [Computer software]. Canonsburg PA ANSYS.

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