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- 鈴木 崇伸
- 東洋大学理工学部都市環境デザイン学科
書誌事項
- タイトル別名
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- STUDY ON AXIAL ANALYSIS OF UNDERGROUND STRUCTURES IN SEISMIC DESIGN
抄録
The conditions of soil properties at different locations should be considered for axial deformation analysis of underground structures, because they are spatially extended. Though various analyzing methods are proposed, the author focuses on stationaly wave model, and presents some results in this report, such as the effect of boundary conditions and the simplification of response of bi-linear soil spring model. Recently, performance design method is needed for underground structures, then it is important to develop axial deformation analysis which can pursuit large deformation and structural damage easily. The method proposed in this paper is useful for these aims.
収録刊行物
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- 土木学会論文集A1（構造・地震工学）
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土木学会論文集A1（構造・地震工学） 65 (1), 263-272, 2009
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282680328004736
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- NII論文ID
- 130004961159
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- ISSN
- 21854653
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- データソース種別
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- JaLC
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可