Higher-mode effect on the seismic responses of buildings with viscoelastic dampers-Reference-Cited by-同舟云学术

Higher-mode effect on the seismic responses of buildings with viscoelastic dampers

Published:2002-06 Issue:1 Volume:1 Page:119-129
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Engin. Engin. Vib.

Author:

Tsai Meng-Hao,Chang Kuo-Chun

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-002-0015-z.pdf

Reference16 articles.

1. Architectural Institute of Japan (AIJ), (1995), Preliminary Reconnaissance Report of the 1995 Hyogoken-Nanbu Earthquake.

2. Caughey, T. K. and O’Kelly, (1965), “Classical Normal Modes in Damped Linear Dynamic Systems,” Transaction of American Society of Mechanical Engineers, Journal of Applied Mechanics, 32: 583–588.

3. Chang, K. C., Soong, T. T., Oh, S. T. and Lai, M. L., (1995), “Seismic Behavior of Steel Frame with Added Viscoelastic Dampers,” Journal of Structural Engineering, ASCE, 121(10): 1418–1426.

4. Chang, K. C., Chang, Y. H. and Tsai, M. H., (1996), “Analytical Models of Viscoelastic Dampers for Structural Applications,” Proceedings of the Sixth KU-KAIST-TU Tri-Lateral Seminar/Workshop on Civil Engineering, November 26–29, Department of Civil Engineering, Taiwan University, Chinese Taipei, 117–122.

5. Chang, K. C., Tsai, M. H., Chang, Y. H., and Lai, M. L., (1998), “Temperature Rise Effect of Viscoelastically Damped Structure under Strong Earthquake Ground Motions,” The Chinese Journal of Mechanics, 14(3): 45–55.

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