CHARACTERISTICS OF OPTIMAL DESIGNS OF PLANE BRACED STEEL FRAME MODELS WITH RESPECT TO BRACE PLACEMENT

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  • LEE Yujin
    Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University
  • IKAGO Kohju
    Structural Dept., NIKKEN SEKKEI Ltd.
  • YOSHITOMI Shinta
    Dept. of Urban and Environmental Engineering, Graduate School of Eng., Kyoto University
  • UETANI Koji
    Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University

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  • 鋼構造ブレース付き平面骨組モデルのブレース配置に関する最適設計解特性
  • コウ コウゾウ ブレース ツキ ヘイメン ホネグミ モデル ノ ブレース ハイチ ニ カンスル サイテキ セッケイ カイ トクセイ

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Abstract

In most cases, it's quite difficult for structural designers to perform many case studies when they plan a layout of earthquake resistant elements in a preliminary architectural design. So it would be helpful for them to know the characteristics of optimum designs, which can be regarded as standard design, with respect to the changes of numbers or layouts of earthquake resistant elements.<br>In this paper we present characteristics of optimum designs of steel plane frames with respect to layouts of multi-story braces through an examination of optimum designs by examining optimum design solutions of multi-story frames with various layouts of braces.

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