TECHNICAL PAPERS
Apr 1, 1990

Note on Excitation of Long Structures by Ground Waves

Publication: Journal of Engineering Mechanics
Volume 116, Issue 4

Abstract

Qualitative analysis of the antiplane vibrations of long structures shows that the dynamic response to excitation by ground waves can be described by the translation of the foundation only if η (ratio of the length of structure to the wavelength of incident waves) is less than 1/1,000. For 1/1,000<η<1/100-1/10 antiplane response of structures can be approximated by translation and rotation of ground motion about the vertical axis (torsional excitation). For η>1/100-1/10 actual wave motion of the ground must be considered, not only for the correct representation of the dynamic response of structures, but also for proper analysis of the resulting deformation of the foundations.

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References

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Branson, D. E. (1977). Deformation of concrete structures, McGraw‐Hill, Inc., New York, N.Y.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 4April 1990
Pages: 952 - 964

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Published online: Apr 1, 1990
Published in print: Apr 1990

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Authors

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M. I. Todorovska
Res. Assoc., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA 90089‐1114
M. D. Trifunac
Prof., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA

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