日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
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
齋藤 元紀佐藤 大樹吉江 慶祐大熊 武司片桐 純治北村 春幸
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2017 年 23 巻 53 号 p. 65-70

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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.
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.

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© 2017 日本建築学会
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