On the importance of soil damping for tall buildings loaded by wind

Author:

Gómez S.S.,Geurts C.P.W.,Metrikine A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Blume JA, Binder RW. Periods of a modern multi-story office building during construction. In: Proceedings of the second world conference on earthquake engineering, vol. II; 1960. p. 1195–205.

2. Ishizaki H, Hatakeyama N. Experimental and numerical studies on vibrations of buildings. In: Proceedings of the second world conference on earthquake engineering, vol. II; 1960. p. 1263–84.

3. Hudson D. A comparison of theoretical and experimental determinations of building response to earthquakes. In: Proceedings of the second world conference on earthquake engineering, vol. II; 1960. p. 1105–19.

4. Funahashi I, Kinoshita K, Aoyama H. Vibration tests and test to failure of a 7 stories building survived a severe earthquake. In: Proceedings of the fourth world conference on earthquake engineering, vol. I; 1969. p. 26–43.

5. Hart G, Lew M, Di Julio R. High-rise building response: damping and period non-linearities. In: Proceedings of the fifth world conference on earthquake engineering, vol. II; 1974. p. 1440–4.

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