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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/606

Title: 半無限弾性地盤上の 2 つの基礎の地震応答 : その 3(鉛直+スウエイング+ロッキング)振動
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 3 ( エンチョク + スウェイング + ロッキング ) シンドウ
Seismic Response of Two Foundations on an Elastic Half Space : Part 3. (Vertical+Swaying+Rocking) Vibration
Authors: 中村, 満喜男
NAKAMURA, Makio
Issue Date: 31-Mar-1981
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. 1. Vertical and horizontal components are thought for incident wave due to earthquake. 2. Rocking vibration of the two foundations are added to vertical and swaying vibrations. 3. The two foundations have respectively different width and different height. From these three points of view, the interaction problems are treated analyticaly. But the problems are treated as being two dimensional problem.
URI: http://hdl.handle.net/11133/606
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