MISC

2014年

2207 入力地震動の不確定性に対する第k順序統計量に基づくロバスト最適設計(建築・構造)

最適化シンポジウム:OPTIS
  • 山川 誠
  • ,
  • 大崎 純

2014
0
開始ページ
_2207
終了ページ
1_-_2207-5_
記述言語
日本語
掲載種別
DOI
10.1299/jsmeopt.2014.11.0__2207-1_
出版者・発行元
一般社団法人 日本機械学会

In the practical design process, uncertainty in the parameters should be appropriately taken into account. In particular, our interest focuses on design problems with dynamic analysis under uncertainty. One of the authors presented a worst-case design of structures based on a random sampling approach, in which constraints are assigned on the worst values of the structural responses. Key concept of the method is estimation of the worst value by Random Search (RS) with order of the function values. Predicting the exact extremes from small samples is difficult in general. Hence, we relax from the worst value to the k-th worst value. Then we can predict and control more accurately the behavior of RS. In two numerical examples, we verify the validity of the estimation by the k-th order statistics. The result indicates use of relatively small samples is enough to predict the large number of future samples even for the noisy and non-smooth dynamic analysis under uncertain parameters.

リンク情報
DOI
https://doi.org/10.1299/jsmeopt.2014.11.0__2207-1_
CiNii Articles
http://ci.nii.ac.jp/naid/110009935631
CiNii Books
http://ci.nii.ac.jp/ncid/AA12549435
ID情報
  • DOI : 10.1299/jsmeopt.2014.11.0__2207-1_
  • CiNii Articles ID : 110009935631
  • CiNii Books ID : AA12549435
  • identifiers.cinii_nr_id : 1000040145826

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