Analysis of Cooling Towers due to Horizontal Incident Earthquake Motions Propagating Vertically from Base Rock

Author:

Kato S.,Hirota M.,Gould P. L.

Publisher

Springer Berlin Heidelberg

Reference7 articles.

1. Gould, P.L. et al.: Dynamic analysis of column-supported hyperboloidal shells. Earthquake Eng. Struct. Dyn. 1974, 2, 269.

2. Cedolin, L. et al.: Dynamic analysis of cooling towers using a frontal based frequency solver, Eng. Struct., 1980, 2, 157.

3. Wolf, J.P. et al.: Nonlinear response of hyperbolic cooling tower to horizontally propagating seismic waves. Proceedings of ASCE(Preprint), 1981.

4. Waas, G. et al.: Dynamic analysis of footings on layered media. ASCE, Vol.101, No.EM5, Oct., 1975, pp. 679–693.

5. Lysmer, B,J. et al.: Finite dynamic model for infinite media. ASCE, Vol.95, No.EM4, Aug., 1969, pp359–877.

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