Study on Wind-Induced Vibration Control of a Long-Span Cable-Stayed Bridge Using TMD-Type Counterweight-Reference-Cited by-同舟云学术

Study on Wind-Induced Vibration Control of a Long-Span Cable-Stayed Bridge Using TMD-Type Counterweight

Published:2014-01 Issue:1 Volume:19 Page:141-148
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xing Chenxi¹,Wang Hao²,Li Aiqun³,Xu Yan⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061; formerly, Ph.D. Student, School of Civil Engineering, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China.

2. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China (corresponding author).

3. Professor, School of Civil Engineering, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China.

4. Graduate Student, School of Civil Engineering, Southeast Univ., No. 2 Sipailou, Nanjing 210096, 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.1943-5592.0000500

Reference18 articles.

1. Chen A. R. You Q. Z. Zhang X. G. Ma R. J. and Zhou Z. Y. (2005). “Aerodynamic problems of a super-long span cable-stayed bridge.” IABSE Symp. Rep. International Association for Bridge and Structural Engineering Zurich Switzerland 74–81.

2. Efficacy of Tuned Mass Dampers for Bridge Flutter Control

3. Aerodynamic Coupling Effects on Flutter and Buffeting of Bridges

4. Der e-modul von seilen unter berücksichtigung des durchhanges;Ernst H. J.;Der Bauingenieur,1965

5. Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge

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