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A performance-based design method for high-rise buildings using reduction and inverse expansion of frame models

Research Project

Project/Area Number 13450223
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

UETANI Koji  Kyoto Univ., Dept. Architecture, Prof, 工学研究科, 教授 (40026349)

Co-Investigator(Kenkyū-buntansha) TSUJI Masaaki  Kyoto Inst. Tech., Dept. Architecture, Associate Prof., 工芸学部, 助教授 (00243121)
OHSAKI Makoto  Kyoto Univ., Dept. Architecture, Associate Prof, 工学研究科, 助教授 (40176855)
TAKEWAKI Izuru  Kyoto Univ., Dept. Architecture, Associate Prof, 工学研究科, 助教授 (20155055)
ARAKI Yoshikazu  Kyoto Univ. Dept. Architecture, Research Associate, 工学研究科, 助手 (50324653)
Project Period (FY) 2001 – 2002
Project Status Completed (Fiscal Year 2002)
Budget Amount *help
¥6,300,000 (Direct Cost: ¥6,300,000)
Fiscal Year 2002: ¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 2001: ¥4,500,000 (Direct Cost: ¥4,500,000)
Keywordsbuilding frame / performance based design / inverse expansion from share to full frame model / total expressions / computer aided structural design system / passive damper
Research Abstract

The purpose of this research is to develop a rational and practical computer aided structural design system, which is intended to maximize the efficiency of structural engineers, for high-rise buildings (including those with passive dampers). The main results of our research include:
(1) We have proposed an optimum design method for a 3D building frame having lubber isolators and viscous dampers at a mid story. The basic idea behind the proposed optimum design method is to expand a shear frame model to a full frame model composed of beam elements. This is an inverse approach to the reduction of the full frame model to the share frame model, which is often used in ordinary structural design.
(2) We have extended the optimum design method developed last year for building structures based on "the calculation of response and limit strength," which was introduced in the Japanese building code-revised in 2000, by taking into account the effect of response amplification in the ground surface.
(3) A new stiffness design method has been developed for shear buildings subject to a design earthquake with non-monotonic displacement spectrum. The objective function that is a combination of the fundamental natural period which represents 'cost' and the level of the maximum displacements which represents 'performance' is introduced into the design method to find a set of story stiffness under response constraints. We have further extended this method so that it can deal with multiple design earthquakes.

Report

(3 results)
  • 2002 Annual Research Report   Final Research Report Summary
  • 2001 Annual Research Report
  • Research Products

    (22 results)

All Other

All Publications (22 results)

  • [Publications] 辻聖晃, 永野康行, 岡本達雄, 上谷宏二: "非単調変位応答スペクトル適合設計用地震動に対する性能指定設計法"日本建築学会構造系論文集. No.555. 193-199 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] Koji Uetani, Masaaki Tsuji, Izuru Takewaki: "Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers"Engng. Struct.. Vol.25, No.5. 579-592 (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] 永野康行, 岡本達雄, 辻聖晃, 上谷宏二: "複数の設計用地震動に対するせん断型構造物の性能指定設計"平成14年度日本建築学会近畿支部研究報告集. 21-24 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] 若松和範, 永野康行, 岡本達雄, 辻聖晃: "限界耐力計算に基づく構造設計への最適設計手法の適用-表層地盤による増幅を考慮した場合-"平成14年度日本建築学会近畿支部研究報告集. 25-28 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] 李有震, 竹脇出, 上谷宏二: "粘弾性ダンパー付き骨組の単純化力学モデルの構築とその設計法への適用"第11回日本地震工学シンポジウム. (CD-ROM). 1685-1688 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] 永野康行, 岡本達雄, 辻聖晃, 上谷宏二: "非単調変位応答スペクトル適合入力地震動を受ける建築骨組に対する二段階設計法を用いた骨組最適設計"第11回日本地震工学シンポジウム. (CD-ROM). 1487-1492 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] Tuji M, Nagano Y, Okamoto T, Uetani K: "Performance based design for a building subject to design earthquake with non-monotonic displacement spectrum"J. Struct. Constr. Eng. , AIJ. No555. 193-199 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] Koji Uetani, Masaaki Tsuji, Izuru Takewaki: "Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers"Engng. Struct.. Vol.25, No.5. 579-592 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2002 Final Research Report Summary
  • [Publications] 辻聖晃, 永野康行, 岡本達雄, 上谷宏二: "非単調変位応答スペクトル適合設計用地震動に対する性能指定設計法"日本建築学会構造系論文集. No.555. 193-199 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] Koji Uetani, Masaaki Tsuji, Izuru Takewaki: "Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers"Engng. Struct.. Vol.25,No.5. 579-592 (2003)

    • Related Report
      2002 Annual Research Report
  • [Publications] 永野康行, 岡本達雄, 辻聖晃, 上谷宏二: "複数の設計用地震動に対するせん断型構造物の性能指定設計"平成14年度日本建築学会近畿支部研究報告集. 21-24 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 若松和範, 永野康行, 岡本達雄, 辻聖晃: "限界耐力計算に基づく構造設計への最適設計手法の適用-表層地盤による増幅を考慮した場合-"平成14年度日本建築学会近畿支部研究報告集. 25-28 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 李有震, 竹脇出, 上谷宏二: "粘弾性ダンパー付き骨組の単純化力学モデルの構築とその設計法への適用"第11回日本地震工学シンポジウム. (CD-ROM). 1685-1688 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 永野康行, 岡本達雄, 辻聖晃, 上谷宏二: "非単調変位応答スペクトル適合入力地震動を受ける建築骨組に対する二段階設計法を用いた骨組最適設計"第11回日本地震工学シンポジウム. (CD-ROM). 1487-1492 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 若松和範, 永野康行, 岡本達雄, 辻聖晃: "限界耐力計算基づく構造設計への最適設計手法の適用-表層地盤による増幅-"第11回日本地震工学シンポジウム. (CD-ROM). 1493-1496 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 若松和範, 永野康行, 岡本達雄, 辻聖晃: "限界耐力計算に基づく構造設計への最適設計手法の適用-表層地盤による増幅を考慮した場合-"第52回理論応用力学講演会講演論文集. 259-260 (2003)

    • Related Report
      2002 Annual Research Report
  • [Publications] 永野康行, 岡本達雄, 辻聖晃, 上谷宏二: "非単調な変位応答スペクトルを有する複数の設計用入力地震動に対する建築構造物の性能指定設計"第52回理論応用力学講演会講演論文集. 261-262 (2003)

    • Related Report
      2002 Annual Research Report
  • [Publications] 辻聖晃, 藤原康行, 上谷宏二: "水平二方向地震動を受ける中間層免震建築物の層剛性設計"第52回理論応用力学講演会講演論文集. 263-264 (2003)

    • Related Report
      2002 Annual Research Report
  • [Publications] 若松和範, 永野康行, 岡本達雄, 辻聖晃: "限界耐力計算に基づく構造設計への最適設計手法の適用"構造工学論文集. Vol.48B(印刷中). (2002)

    • Related Report
      2001 Annual Research Report
  • [Publications] 辻聖晃: "二段階設計法を用いた中間層免震建築骨組の最適設計"第51回理論応用力学講演会予稿集. (2002)

    • Related Report
      2001 Annual Research Report
  • [Publications] Y.Lee: "Critical damping of structures with elastically supported visco-elastic dampers"Earthquake Engineering and Structural Dynamics. 31(2). 481-486 (2002)

    • Related Report
      2001 Annual Research Report
  • [Publications] 李有震: "粘弾性ダンパー付き骨組の単純化力学モデルの構築とその設計法への適用"日本建築学会近畿支部研究報告集(構造). (2002)

    • Related Report
      2001 Annual Research Report

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Published: 2001-04-01   Modified: 2016-04-21  

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