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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/538

Title: 半無限弾性地盤上の二つの基礎の地震応答 : その 1 問題の定式化
Other Titles: ハン ムゲン ダンセイ ジバンジョウ ノ フタツ ノ キソ ノ ジシン オウトウ : ソノ1 モンダイ ノ テイシキカ
Seismic Response of Two Foundations on an Elastic Half Space : Part 1. Formulation of the Problem
Authors: 中村, 満喜男
NAKAMURA, Makio
Issue Date: 31-Mar-1980
Publisher: 愛知工業大学
Abstract: In this paper, the dynamic interaction between two foundations on an elastic half space subjected to propagating seismic waves is investigated analyticaly. The first Fredholm's integral equation is obtained using the Green's function (the solution to be obtained by Lamb) and solved using the Galerkin's approximation method. That is, the stress distributions under two foundations are expanded by the Chebyshev polynomial's series, the matrix equations composed those unknown coefficients are deduced and solved instead of the integral equation.
URI: http://hdl.handle.net/11133/538
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