OPTIMUM DESIGN METHOD OF STEEL BUILDING FRAMES USING EXPRESSION OF A MEMBER SECTION BASED ON MIXTURES OF PROBABILISTIC PRINCIPAL COMPONENT ANALYZERS

  • YAMAKAWA Makoto
    Dept. of Architecture and Architectural Eng., Graduate School of Eng., Kyoto University
  • YOSHITOMI Shinta
    Dept. of Architecture and Architectural Eng., Graduate School of Eng., Kyoto University
  • UETANI Koji
    Dept. of Architecture and Architectural Eng., Graduate School of Eng., Kyoto University

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  • 混合主成分分析による部材断面表現を用いた鋼構造骨組の最適設計法
  • コンゴウ シュセイブン ブンセキ ニ ヨル ブザイ ダンメン ヒョウゲン オ モチイタ コウ コウゾウ ホネグミ ノ サイテキ セッケイホウ

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Abstract

A method is proposed for expressing reduced member dimensions of an optimization problem. This method is based on mixture model for probabilistic principal component analyzers for feature extraction of given member section list, whose parameter can be determined using an expectation-maximization algorithm. In this paper, a new efficient method enables to find an optimum set of member sections of the steel building frames so that total weight would be minimum subject to constraints on interstory drifts under design spectrum-compatible earthquakes.

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