INFLUENCE OF NUMBER OF WIND-FORCE SAMPLES ON RESPONSE OF HIGH-RISE BASE-ISOLATED BUILDING USING ELASTOPLASTIC MODEL
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- SAITO Genki
- Dept. of Built Environment, Tokyo Institute of Technology
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- SATO Daiki
- FIRST, Tokyo Institute of Technology
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- YOSHIE Keisuke
- Nikken Sekkei Ltd.
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- OHKUMA Takeshi
- Institute of Technology, Kanagawa Univ.
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- KATAGIRI Junji
- Urban Environment Research Center, Izumi Sohken Engineering Co., Ltd.
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- KITAMURA Haruyuki
- Dept. of Architecture, Tokyo Univ. of Science
Bibliographic Information
- Other Title
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- 風力のサンプル数が超高層免震建築物の弾塑性風応答評価に及ぼす影響
- フウリョク ノ サンプルスウ ガ チョウコウソウメンシンケンチクブツ ノ ダン ソセイフウ オウトウ ヒョウカ ニ オヨボス エイキョウ
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Abstract
In estimating the wind-induced responses through time-history analysis based on stationary random process, its responsive value must be dealt with numerous numbers of statistics. However, the designing value is often determined from the small number of samples because of limited time and expense in practice. So, it is important and necessary to estimate dispersion of wind response from small number of samples.<br>In this paper, the influence on wind responses of elastoplastic multi-degree of freedom system model due to the difference in the number of samples used as an ensemble average is elucidated.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 23 (53), 65-70, 2017
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680149121920
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- NII Article ID
- 130005243072
- 120006582588
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 027928433
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed