SEISMIC RESPONSE OF FOUNDATIONS EMBEDDED IN A LAYERED HALF-SPACE.

被引：0
|
作者：
Luco, J.E. [1 ]
Wong, H.L. [1 ]
机构：
[1] Univ of California, San Diego, CA,, USA, Univ of California, San Diego, CA, USA
来源：
Earthquake Engineering & Structural Dynamics | 1987年 / 15卷 / 02期
关键词：
COMPUTER PROGRAMS - Applications - EARTHQUAKES - MATHEMATICAL TECHNIQUES - Integral Equations - SEISMIC WAVES - SOILS;
D O I：
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中图分类号：
学科分类号：
摘要：
An integral equation technique to determine the response of foundations embedded in a layered viscoelastic half-space when subjected to various types of seismic waves is presented. The technique is validated by comparison with previous results of rigid hemispherical and cylindrical foundations embedded in a uniform half-space. Illustrative results for rigid cylindrical foundations embedded in layered media are also presented.
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页码：233 / 247
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