An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors-Reference-Cited by-同舟云学术

An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors

Published:2024-06 Issue:6 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Huile¹,Yan Huan²

Affiliation:

1. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education and National and Local Joint Engineering Research Center for Intelligent Construction and Maintenance, School of Civil Engineering, Southeast Univ., Nanjing 211189, China (corresponding author).

2. Graduate Student, School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6594

Reference51 articles.

1. Determination of the axial force on stay cables accounting for their bending stiffness and rotational end restraints by free vibration tests

2. A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions

3. Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements

4. Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements

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

Cited by 1 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. Dynamic Analysis of the Hangers in High-Speed Railway Arch Bridge Based on Train–Bridge Interaction Simulation and Field Measurement;International Journal of Structural Stability and Dynamics;2024-05-25