書誌事項
- タイトル別名
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- STRUCTURAL DESIGN OF HIGH-RISE BUILDING WITH BASE ISOLATION SYSTEM USING ELASTIC SLIDING BEARINGS AND RUBBER BEARINGS
- ダンセイスベリシショウ ト セキソウ ゴムシショウ オ ヘイヨウ シタ チョウコウソウメンシンタテモノ ノ コウゾウ セッケイ
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説明
This paper describes the design of a high-rise building of 135m height with base isolation system using elastic sliding bearings and rubber bearings, dealing with the outline of structural design and the results of experiment of large-sized rubber bearings used in design. A dynamic response analysis confirmed the seismic performance to be excellent. Furthermore, from the tests on rubber bearings, their tensile property was grasped, and an inelastic model of their vertical stiffness was made. The response analysis using this inelastic model allowed the tensile forces at each rubber bearing to be estimated by the linear addition of the variable axial forces due to horizontal and vertical excitations.
収録刊行物
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- 日本建築学会技術報告集
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日本建築学会技術報告集 7 (12), 99-104, 2001
一般社団法人 日本建築学会
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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
- 1390282680149954176
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- NII論文ID
- 110003798460
- 10007258276
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- NII書誌ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL書誌ID
- 5640731
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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サーチ
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可
