A STUDY ON SEISMIC RESPONSE ESTIMATION BASED ON PUSH-OVER ANALYSIS APPLIED TO RETICULAR DOMES : Investigation in case of domes with two predominant vibration modes
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- KONISHI Yoshinao
- Toyohashi University of Technology
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- KATO Shiro
- Toyohashi University of Technology
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- NAKAZAWA Shoji
- Toyohashi University of Technology
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- KURAMOTO Hiroshi
- Toyohashi University of Technology
Bibliographic Information
- Other Title
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- ラチスドームのPush-over analysisに基づく地震応答推定に関する一考察 : 2つのモードが支配的な空間構造物に対する検討
- ラチスドーム ノ Push over analysis ニ モトヅク ジシン オウトウ スイテイ ニ カンスル イチ コウサツ 2ツ ノ モード ガ シハイテキ ナ クウカン コウゾウブツ ニ タイスル ケントウ
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Abstract
The present paper discusses and proposes the estimation method of the dynamic response of a reticular dome supported by a sub-structure based on push-over analysis considering the effects of the second mode. The investigation shows that in most cases of ordinary reticular domes the sum of the effective masses for the first and second mode is greater than 90% of the total mass even if the effective mass for the first is as small as 30% of the total mass. Under such condition of small effective mass of the first mode the accuracy of the estimation is investigated through comparison between those based the present estimation and the results based on direct dynamic nonlinear response analysis, leading to a conclusion that the present estimation method is fur efficient than that previously proposed by the same authors neglecting the contribution from the second mode.
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) 68 (569), 89-96, 2003
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205636972800
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- NII Article ID
- 110004092054
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL BIB ID
- 6650442
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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