Research Article
Aug 1972
Earthquake Interaction for Multistory Building
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 98, Issue 4
Abstract
The earthquake responses of multistory buildings are studied taking into account the soil-structure interaction effects. Fast Fourier transform techniques used to obtain the frequency-domain responses (transfer functions) and time-domain responses (time histories). The results show that the floor accelerations, distortions, and story shears are largest when the dominant frequency of an earthquake accelerogram matches the fundamental frequency of a building and the foundation soil is very stiff. Interaction caused by soil compliance generally reduces all these responses, however, rocking can become significant for heavy buildings founded on very soft soils, thus resulting in large total displacements. The maximum acceleration and story-shear responses within a building are, for practical purposes, independent of soil shear-wave velocities over 1000 fps if the dominant frequency of the earthquake is as high as the second-mode natural frequency of the structure.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 4 • August 1972
Pages: 929 - 945
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© 1972 American Society of Civil Engineers.
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Published in print: Aug 1972
Published online: Feb 3, 2021
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Authors
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Lawrence W. Fagel
Member of Technical Staff, Bell Laboratories, Whippany, N.J.
Shin-Chi Liu, AM.ASCE
Member of Technical Staff, Bell Laboratories, Whippany, N.J.
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