Determining the Middle Tower Stiffness Value in an In-Plane Double-Cable Triple-Tower Suspension Bridge-Reference-Cited by-同舟云学术

Determining the Middle Tower Stiffness Value in an In-Plane Double-Cable Triple-Tower Suspension Bridge

Published:2018-07 Issue:7 Volume:23 Page:06018001
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Xiulan¹,Chai Shengbo²

Affiliation:

1. Lecturer, College of Water Resources and Architectural Engineering, Northwest A&F Univ., Yangling, Shaanxi 712100, P. R. China.

2. Associate Professor, School of Architecture and Civil Engineering, Xi'an Univ. of Science and Technology, No.58 Yanta Rd., Xi'an 710054, P. R. 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.1943-5592.0001254

Reference16 articles.

1. Longitudinal Restraint of a Double-Cable Suspension Bridge

2. Approximate Calculation for Deformation of Multi-Tower Suspension Bridges

3. Simplified Analysis for Preliminary Design of Towers in Suspension Bridges

4. Preliminary static analysis of suspension bridges

5. Multi-span suspension bridges;Forsberg T.;Int. J. Steel Struct.,2001

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