Viscoelastic damping for wind-excited motion of a five-story building frame-Reference-Cited by-同舟云学术

Viscoelastic damping for wind-excited motion of a five-story building frame

Published:1998-09 Issue: Volume:77-78 Page:269-281
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Cho Kang-Pyo,Cermak Jack E.,Lai Ming-Lai,Nielsen Edmond J.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference12 articles.

1. P. Mahmoodi, L.E. Yontar, M.C. Moy, S.L. Feld, Performance of viscoelastic damper in World Trade Center Towers, Proc. Struct. Cong., Orlando, FL, August 1987, pp. 632–644.

2. Seismic response of a 2/5 scale steel structure with added viscoelastic dampers;Chang,1991

3. Seismic response of steel frame structures with added viscoelastic dampers;Zhang;Earthquake Eng. Struct. Dyn.,1989

4. S.T. Oh, K.C. Chang, M.L. Lai, E.J. Nielsen, Seismic response of viscoelastically damped structure under strong earthquake ground motions, Proc. 10th World Conf. of Earthquake Engineering, Madrid, Spain, 1992.

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