Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective-Reference-Cited by-同舟云学术

Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective

Published:2022-05 Issue:5 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hu Chuanxin¹,Zhao Lin²,Ge Yaojun³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Wuhan Univ. of Science and Technology, Wuhan 430065, China.

2. Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001858

Reference41 articles.

1. Ammann O. H. T. Von Karman and G. B. Woodruff. 1941. The failure of the Tacoma narrows bridge. Washington DC: Federal Works Agency.

2. Resonance, Tacoma Narrows bridge failure, and undergraduate physics textbooks

3. Development of new systems to measure the aerodynamic forces on section models in wind tunnel testing

4. A new numerical approach to reproduce bridge aerodynamic non-linearities in time domain

5. Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge

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