Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination-Reference-Cited by-同舟云学术

Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Luo Lan-Ying¹,Du Yan-Liang²,Yi Ting-Hua³,Qu Chun-Xu⁴,Zhang Song-Han⁴,Geng Tie-Suo⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

2. Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China.

3. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China; School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 102616, China (corresponding author).

4. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

5. Senior Engineer, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6143

Reference33 articles.

1. A Combined Method for Measuring Cable Forces: The Cable-Stayed Alamillo Bridge, Spain

2. Comparative Field Study of Cable Tension Measurement for a Cable-Stayed Bridge

3. Determination of cable force based on the corrected numerical solution of cable vibration frequency equations

4. Practical Formula for Cable Tension Estimation by Vibration Method

5. On the identification of the axial force and bending stiffness of stay cables anchored to flexible supports

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