Bridge frequency identification using multi-contact responses computed from multi-DOF moving vehicle by nodal distribution method and enhanced integration algorithm-Reference-Cited by-同舟云学术

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Bridge frequency identification using multi-contact responses computed from multi-DOF moving vehicle by nodal distribution method and enhanced integration algorithm

Published:2024-08 Issue: Volume:299 Page:107397
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Yang Y.B.,Mo X.Q.,Shi K.^ORCID,Gao S.Y.,Tian S.K.

Publisher

Elsevier BV

Reference41 articles.

1. Extracting bridge frequencies from the dynamic response of a passing vehicle;Yang;J Sound Vibr,2004

2. Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle;Kim;J Struct Infrastruct Eng,2008

3. Identification of both structural damages in bridge deck and vehicular parameters using measured dynamic responses;Lu;Comput Struct,2011

4. Estimating bridge fundamental frequency from vibration response of instrumented passing vehicle: analytical and experimental study;Siringoringo;Adv Struct Eng,2012

5. Simultaneous identification of bridge structural parameters and vehicle loads;Feng;Comput Struct,2015

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. Research on Indirect Influence-Line Identification Methods in the Dynamic Response of Vehicles Crossing Bridges;Applied Sciences;2024-09-03

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