Analytical Model for Frictional Resistance between Cable and Saddle of Suspension Bridges Equipped with Vertical Friction Plates-Reference-Cited by-同舟云学术

Analytical Model for Frictional Resistance between Cable and Saddle of Suspension Bridges Equipped with Vertical Friction Plates

Published:2017-01 Issue:1 Volume:22 Page:04016103
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Qinghua¹,Cheng Zhenyu²,Cui Chuang³,Bao Yi⁴,He Jing⁵,Li Qiao⁶

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author).

3. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

4. Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO 65401.

5. M.S. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

6. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, 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.1943-5592.0000986

Reference18 articles.

1. Fukuda T. (1975). “Multi-span suspension bridges under torsional loading.” Proc. Jpn. Soc. Civ. Eng. 1975(242) 91–103. 10.2208/jscej1969.1975.242_91

2. Numerical Analysis

3. AN EXPERIMENTAL INVESTIGATION ON FRICTION BETWEEN CABLE AND SADDLE OF SUSPENSION BRIDGE

4. Frictional Resistance between Cable and Saddle Equipped with Friction Plate

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