Enhancement of Flexural Design of Horizontally Curved Prestressed Bridges-Reference-Cited by-同舟云学术

Enhancement of Flexural Design of Horizontally Curved Prestressed Bridges

Published:2007-09 Issue:5 Volume:12 Page:585-590
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Khaloo Ali R.¹²,Kafimosavi M.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 11365-9313, Iran (corresponding author). E-mail: khaloo@mehr.sharif.edu

2. Graduate Student, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 11365-9313, Iran. E-mail: kafimosavi@gmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282007%2912%3A5%28585%29

Reference6 articles.

1. ANSYS. (2002). ANSYS 7.0 manual a general finite element program .

2. Davidson J. S. (1996). “Nominal bending and shear strength of horizontally curved steel I-girder bridges.” D.Phil. dissertation Auburn Univ. Auburn Ala.

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Failure mechanism of a curved RC shear wall subjected to cyclic loading: Experimental findings;Engineering Structures;2024-04

2. An analytical investigation into the lateral load response of curved RC shear walls;The Structural Design of Tall and Special Buildings;2024-03-25

3. Comprehensive review of seismic performance assessment for skew-reinforced concrete box-girder bridges;Asian Journal of Civil Engineering;2024-02-07

4. Finite element analysis of reinforced concrete curved box-girder bridges;Advances in Bridge Engineering;2023-02-03

5. Effect of Curve Angle on Prestressed Box-Girder Bridges;Lecture Notes in Mechanical Engineering;2023