書誌事項
- タイトル別名
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- DYNAMICAL CHARACTERISTICS OF STRUCTURE WITH BURIED FOUNDATION (1)
- ネイレ キソ オ モツ コウゾウブツ ノ シンドウ トクセイ ニ ツイテ 1
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In this paper is considered a structure embeded in a perfectly elastic layer medium over a half-space when subjected to horizontal base rock motions. In order to avoid unnecessary complication, consideration is restricted to twodimensional rigid structure. In Sec.2 is derived the set of governing equations on soil-structure interaction system subjected to base rock excitation. In Sec.3 are determined the sway and the rotational spring constants of the base rock by using the values of statical ground compliance in the case of a half-space which have been derived in the former works. In Sec.4 are derived the analytical expressions for the sway and the rotational spring constants of sub-side soil ground when the basement wall vibrates horizontally or rotationally. It is verified by using Maxwell-Betti-Lamb's reciprocal theorem that the rotational spring constant under condition of the basement wall to be horizontally excited equals to the sway one rotationally. In Sec.5 are derived the analytical solutions of the dynamical wave pressure which operates on the basement wall when subjected to horizontal base rock motions.
収録刊行物
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- 日本建築学会論文報告集
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日本建築学会論文報告集 301 (0), 29-42, 1981
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205538633600
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- NII論文ID
- 110003881790
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 2308804
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可