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2001 Fiscal Year Final Research Report Summary

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
Keywordsfire resistance / steel structure / fire response analysis / general purpose computer code / component / robustness / input environment
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.

  • Research Products

    (6 results)

All Other

All Publications (6 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
  • [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
  • [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
  • [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
  • [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
  • [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

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Published: 2004-04-14  

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