Design Formulas for Damping of a Stay Cable with a Damper-Reference-Cited by-同舟云学术

Design Formulas for Damping of a Stay Cable with a Damper

Published:2008-02 Issue:2 Volume:134 Page:269-278
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fujino Yozo¹²,Hoang Nam¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, The Univ. of Tokyo, 7-3-1 Hongo Bunkyo-ku, Tokyo 113-8656, Japan (corresponding author). E-mail: fujino@civil.t.u-tokyo.ac.jp

2. Lecturer, Faculty of Civil Engineering, Ho Chi Minh City Univ. of Technology, Ho Chi Minh City, Vietnam; formerly, Postdoctoral Research Fellow, The Univ. of Tokyo, 7-3-1 Hongo Bunkyo-ku, Tokyo 113-8656, Japan. E-mail: nam@bridge.t.u-tokyo.ac.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A2%28269%29

Reference17 articles.

1. An experimental and analytical study of autoparametric resonance in a 3DOF model of cable stayed beam;Fujino Y.;Nonlinear Dyn.,1993

2. Analytical Study on Bending Effects in a Stay Cable with a Damper

3. The linear theory of free vibrations of a suspended cable

4. Zur frage der seilschwingungen und der seildampfung;Kovacs I.;Bautechnik,1982

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