Passive Control of Bridge Wind-Induced Instabilities by Tuned Mass Dampers and Movable Flaps-Reference-Cited by-同舟云学术

Passive Control of Bridge Wind-Induced Instabilities by Tuned Mass Dampers and Movable Flaps

Published:2017-09 Issue:9 Volume:143 Page:04017078
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Bakis K. N.¹,Massaro M.²,Williams M. S.³,Graham J. M. R.⁴

Affiliation:

1. Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, U.K. (corresponding author).

2. Professor, Dept. of Industrial Engineering, Univ. of Padova, Via Venezia 1, 35131 Padova, Italy.

3. Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, U.K.

4. Professor, Dept. of Aeronautics, Imperial College London, London SW7 2AZ, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001287

Reference48 articles.

1. Bakis K. N. (2016). “Active and passive aeroelastic control of long-span suspension bridges.” Ph.D. thesis Univ. of Oxford Oxford U.K.

2. Bakis K. N. Massaro M. Williams M. S. and Limebeer D. J. N. (2015). “Aeroelastic control of long span suspension bridges during erection.” IABSE Conf. Elegance in Structures Japanese Group of IABSE Nara Japan.

3. Aeroelastic control of long-span suspension bridges with controllable winglets;Bakis K. N.;J. Struct. Control Health Monit,2016

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

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