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  [in Japanese] CHARACTERISTICS OF OPTIMAL DESIGNS OF PLANE BRACED STEEL FRAME MODELS WITH RESPECT TO BRACE PLACEMENT  [in Japanese]

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Author(s)

    • 李 有震 LEE Yujin
    • 京都大学工学研究科建築学専攻 Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University
    • 上谷 宏二 UETANI Koji
    • 京都大学工学研究科建築学専攻 Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University

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.

Journal

  • Journal of Structural and Construction Engineering (Transactions of AIJ)

    Journal of Structural and Construction Engineering (Transactions of AIJ) (628), 899-905, 2008-06-30

    Architectural Institute of Japan

References:  12

Codes

  • NII Article ID (NAID)
    110006687511
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    journal article
  • ISSN
    13404202
  • NDL Article ID
    9543557
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-1419
  • Data Source
    CJP  NDL  NII-ELS  J-STAGE  AIJ 
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