DYNAMIC RESPONSE CHARACTERISTICS OF DOMES WITH LARGE SPAN IMPLEMENTED BY HYSTERESIS DAMPERS FOR EARTHQUAKE ISOLATION : Effects of plasticity of base structure and study by energy approach
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- UCHIKOSHI Mizuaki
- Kume Sekkei
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- KATO Shiro
- Dept. of Architecture and Civil Engineering, Faculty of Engineering, Toyohashi University of Technology
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- NAKAZAWA Shoji
- Dept. of Architecture and Civil Engineering, Faculty of Engineering, Toyohashi University of Technology
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- MUKAIYAMA Yoichi
- Tomoe Corporation
Bibliographic Information
- Other Title
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- 入力低減支持機構を有する大スパンドーム構造物の地震応答性状 : 下部構造の塑性化の影響とエネルギー的考察
- ニュウリョク テイゲン シジ キコウ オ ユウスル ダイ スパンドーム コウゾウブツ ノ ジシン オウトウ セイジョウ カブ コウゾウ ノ ソセイカ ノ エイキョウ ト エネルギーテキ コウサツ
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Abstract
The objective of this paper is to study how the plasticity of the base structure influences the response of the 300-span dome with seismic isolation system when it is subjected to horizontal earthquakes, and to find out the optimum amount of damper, and if the simple prediction method based on the energy theory could be applied to this system. From the results of dynamic response analyses, it is confirmed that the response of the dome can be reduced independent of the plasticity of the base structure, and the optimum amount of damper is close to a common building having the whole weight of this system, and that the simple prediction method can be applied to this system.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 69 (576), 95-102, 2004
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205637350784
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- NII Article ID
- 110004092759
- 40006166187
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed