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Development of Five Resistance Design of Steel Structures by Means of Fire Response Analysis

Research Project

Project/Area Number 11650575
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionUniversity of Tsukuba

Principal Investigator

SUZUKI Hiroyuki  University of Tsukuba, Institute of Engineering Mechanics and Systems, Professor, 機能工学系, 教授 (20114093)

Project Period (FY) 1999 – 2001
Project Status Completed (Fiscal Year 2001)
Budget Amount *help
¥4,100,000 (Direct Cost: ¥4,100,000)
Fiscal Year 2001: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 2000: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1999: ¥3,200,000 (Direct Cost: ¥3,200,000)
Keywordsfire resistance / steel structure / fire response analysis / general purpose computer code / component / robustness / input environment / 耐火設計 / 崩壊温度 / オブジェクト指向プログラミング / コードの部品化 / 自己増殖的汎用化法 / 梁の高力ボルト継手 / 弾塑性2軸曲げ部材要素 / コードの堅牢性
Research Abstract

Fire response analysis is important on the study of fire resistances of building frames in steel, since the high thermal stresses could not be evaluated correctly by means of only experimental or purely theoretical considerations. However, increasing computational needs imposed to the fire response analysis and according ever expanding computer code are going to lower the productivity of the computer implementing works. The key points letting a program highly general purpose seem to reduce every individual computational need to an independent component and simultaneously to maintain the robustness of the entire code against adding, deleting, and exchanging the developed components at any level of the code structure. A new and experimental C++ program has been developed to this end, which enables one to conduct a wide variety of fire response analyzes. The following software skills are developed and implemented in the program.
1) Keyword utility has been developed and implemented, which makes any individual component highly modular.
2) A new input utility has been developed which makes input files more readable and simultaneously makes an input code simpler. Docking both developed utilities provides an easy input environment where the input files acts as if it were a logical programmed code controlling completely all the variety of actions of the fire response analysis.

Report

(4 results)
  • 2001 Annual Research Report   Final Research Report Summary
  • 2000 Annual Research Report
  • 1999 Annual Research Report
  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] 鈴木 弘之: "梁に高力ボルト継手を持つ鋼架構の崩壊温度"日本建築学会構造系論文集. No.547. 207-214 (2001)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 鈴木 弘之: "鉄筋で補強したコンクリート充填鋼管柱の耐火性能"日本建築学会構造系論文集. No.548. 167-174 (2001)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 鈴木弘之: "WTC(世界貿易センタービル)に学ぶ構造崩壊"平成13年度衝撃波シンポジウム梗概. 327-331 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] F. Ozaki, H. Suzuki: "Ultimate Temperatures of Steel Frames of High Strength Bolted Beam Joints Subjected to Fire"J. Struct, Constr. Eng., AIJ. No.547. 207-214 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] Y. Ichinohe, H. Suzuki: "Fire Resistance of Circular Steel Tube Columns Infilled with Reinforced Concrete"J. Struct. Constr. Eng., AIJ. No.548. 167-174 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] H. Suzuki: "Study on the Structural Failure of the New York World Trade Center"Symposium on Shock Waves, National Institute of Advanced Industrial Science and Technology, Tsukuba. 2002.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 鈴木弘之: "梁に高力ボルト継手をもつ鋼架構の崩壊温度"日本建築学会構造系論文集. 547号. 207-214 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 鈴木弘之: "鉄筋で補強した円形コンクリート充填鋼管柱の耐火性能"日本建築学会構造系論文集. 548号. 167-174 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 鈴木弘之: "CFRPパイプを構造材料に適用するための基礎的研究"日本建築学会構造系論文集. 542号. 195-202 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 鈴木弘之: "CFRPトラス部材の引張特性に関する研究"日本建築学会構造系論文集. 548号. 159-165 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 鈴木弘之: "火災加熱を受ける鋼構造骨組の崩壊温度 (その33〜その35)"日本建築学会大会学術講演梗概集. A-2. 63-68 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 鈴木弘之: "火災加熱を受ける鋼構造骨組の崩壊温度 その30 温度勾配を有する鋼構造骨組の崩壊温度"日本建築学会大会学術講演梗概集. 防火. 129-130 (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 鈴木弘之: "火災加熱を受ける鋼構造骨組の崩壊温度 その31 加熱による発生する柱の部材角"日本建築学会大会学術講演梗概集. 防火. 131-132 (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 鈴木弘之: "火災加熱を受ける鋼構造骨組の崩壊温度 その32 火災高温時における鋼構造骨組の不安定挙動とその解析法"日本建築学会大会学術講演梗概集. 防火. 63-66 (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 鈴木弘之: "火災加熱を受ける鋼構造骨組の崩壊温度(その25〜その29)"日本建築学会大会学術講演梗概集. A-2防火. 29-38 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 鈴木弘之: "鋼梁の崩壊温度"鋼構造論文集. 第6巻22号. 57-65 (1999)

    • Related Report
      1999 Annual Research Report

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Published: 1999-04-01   Modified: 2016-04-21  

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