DYNAMIC ANALYSIS OF THREE-DIMENSIONAL SOIL-STRUCTURE INTERACTION BY BOUNDARY ELEMENT METHOD - (PART II) FUNDAMENTAL STUDY FOR LAYERED MEDIA.

被引：0

作者：

Inukai, Tomoyuki ^{[1
]}

Onimaru, Sadatomo ^{[1
]}

Imazawa, Tamio ^{[1
]}

Abe, Yasuhiko ^{[1
]}

Hayamizu, Yutaka ^{[1
]}

Jido, Junichi ^{[1
]}

机构：

[1] Takenaka Technical Research Lab, Jpn, Takenaka Technical Research Lab, Jpn

来源：

Takenaka Technical Research Report | 1987年 / 38期

关键词：

DYNAMICS - Analysis - MATHEMATICAL TECHNIQUES - Boundary Element Method - SOIL MECHANICS;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

In this paper, fundamental study of the effects of layered soil conditions is investigated. It was found that use of the Boundary Element Method (BEM) in soil-structure interaction has the advantage of a boundary discretization only, therefore the BEM is a very efficient way to investigate the effects of layered soil. The Kelvin's solution with a mirror image which is usually used as the approximate Green's function for a homogeneous half-space is accurate enough for practical use. The effects of layered soil conditions become serious in term of the soil-structure interaction, and are fairly important in the aseismic design of buildings.

引用

页码：55 / 67

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