Simplified Analysis for Preliminary Design of Towers in Suspension Bridges-Reference-Cited by-同舟云学术

Simplified Analysis for Preliminary Design of Towers in Suspension Bridges

Published:2014-03 Issue:3 Volume:19 Page:04013007
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Choi Dong-Ho¹,Gwon Sun-Gil²,Na Ho-Sung³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea.

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea.

3. Research Professor, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea (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.1943-5592.0000551

Reference20 articles.

1. A simplified method for lateral response analysis of suspension bridges under wind loads

2. Nonlinear static analysis of continuous multi-span suspension bridges

3. Preliminary static analysis of suspension bridges

4. Decan Y. (2007). “Stiffness characteristics and geometric configurations of cable-supported bridges.” Proc. Int. Conf. on Transportation Engineering ASCE Reston VA 1096–1103.

5. Deng Y. and He X. (2010). “Seismic vulnerability analysis of long-span multi-tower suspension bridge.” Proc. Int. Conf. on Computational and Information Sciences IEEE CPS Washington DC 458–461.

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