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Development of numerical analysis method for high precise prediction of wooden frames subjected to strong ground motion

Research Project

Project/Area Number 14550568
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionKyoto Institute of Technology

Principal Investigator

MORISAKO Kiyotaka  Kyoto Institute of Technology, Faculty of Engineering and Design, Professor, 工芸学部, 教授 (90127168)

Project Period (FY) 2002 – 2004
Project Status Completed (Fiscal Year 2004)
Budget Amount *help
¥3,000,000 (Direct Cost: ¥3,000,000)
Fiscal Year 2004: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 2003: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 2002: ¥1,600,000 (Direct Cost: ¥1,600,000)
KeywordsWooden Frames / Large displacement / Numerical Method / Ultimate Behavior / Spring Model of Connections / Hysteresis Model / Incremental Perturbation Method / Moving Coordinates / 解析法 / 立体骨組 / 接合部履歴特性モデル / 移動座標 / 終局限界性能 / 接合部履歴特性 / 地震時挙動
Research Abstract

The damage of the recent wooden building subjected to strong earthquake motion shows necessity of a rational design method based on earthquake response analysis. In this study, development of numerical analysis method is carried out for high precise prediction of wooden frames under earthquake. Behavior of a wooden frame is influenced by structural characteristic of the connections. At the time of the ultimate behavior, large displacement occurs in frame. Therefore the gravity effect cannot be ignored.
A numerical method proposed in this study consists of a member model with hysteretic springs on the edges. The hysteretic model of spring is assumed based on the repeated tests of connections. To enable highly precise elastic-plastic analysis, the incremental perturbation method is used in the formulation. In addition, a moving coordinate system is adopted to evaluate a gravity effect.
Moreover, technique to make hysteretic law of elastic-plastic spring model to use for an analysis program is suggested by experimental curves provided by some repeated tests of connections.

Report

(4 results)
  • 2004 Annual Research Report   Final Research Report Summary
  • 2003 Annual Research Report
  • 2002 Annual Research Report
  • Research Products

    (12 results)

All 2005 2003 2002 Other

All Journal Article (10 results) Publications (2 results)

  • [Journal Article] 伝統木造架構の柱-貫仕口部の繰り返し載荷実験に基づく履歴曲線のモデル化2005

    • Author(s)
      森迫清貴
    • Journal Title

      構造工学論文集 Vol.51B

      Pages: 503-512

    • NAID

      110009705976

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2004 Annual Research Report 2004 Final Research Report Summary
  • [Journal Article] Hysteresis Model for Column-Nuki Connection of Traditional Timber Frame Based on Cyclic Loading Tests2005

    • Author(s)
      Morisako, Kiyotaka
    • Journal Title

      Journal of Structural Engineering Vol.51 B

      Pages: 503-512

    • NAID

      110009705976

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] 梁-柱有限要素法による立体弾塑性骨組の動的大たわみ解析2003

    • Author(s)
      門藤芳樹
    • Journal Title

      日本建築学会構造系論文集 第572号

      Pages: 105-110

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] Dynamic Large-deflection Analysis of Spatial Elasto-plastic Frames by Beam-column Finite Element Method2003

    • Author(s)
      Mondo, Yoshiki
    • Journal Title

      Journal of Structural and Construction Engineering, AIJ No.572

      Pages: 105-110

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] 接合部履歴ばね要素を用いた木造平面軸組の大変位解析法2002

    • Author(s)
      森迫清貴
    • Journal Title

      日本建築学会近畿支部構造力学部会構造力学講究録 第34号

      Pages: 1-24

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] 伝統木造架構の貫、大引仕口部の曲げ特性に関する実験と履歴曲線のモデル化2002

    • Author(s)
      三宅祐子
    • Journal Title

      日本建築学会近畿支部研究報告集 第42号

      Pages: 109-112

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] 木造住宅仕口部の繰り返し曲げ実験と履歴曲線のモデル化2002

    • Author(s)
      鈴木久美子
    • Journal Title

      日本建築学会近畿支部研究報告集 第42号

      Pages: 113-116

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] Numerical Method for Large-displacement Analysis of Timber Planar Frame using Hysteretic Spring Element of Connections2002

    • Author(s)
      Morisako, Kiyotaka
    • Journal Title

      Proc.of Structural Mechanics Colloquium No.34

      Pages: 1-24

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] Repeated Tests on Connections of Traditional Wooden Frames and Hysteresis Curve Model of Nuki Connection2002

    • Author(s)
      Miyake, Yuko
    • Journal Title

      Proc.of Annual Meetings of the Kinki Branch of AIJ No.42

      Pages: 109-112

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Journal Article] Repeated Tests on Connections in Framework of Wooden House and Their Bending Hysteresis Curve Models2002

    • Author(s)
      Suzuki, Kumiko
    • Journal Title

      Proc.of Annual Meetings of the Kinki Branch of AIJ No.42

      Pages: 113-116

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2004 Final Research Report Summary
  • [Publications] 門藤芳樹: "梁-柱有限要素法による立体弾塑性骨組の動的大たわみ解析"日本建築学会構造系論文集. 第572号. 105-110 (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 森迫清貴: "接合部履歴ばね要素を用いた木造平面軸組の大変位解析法"日本建築学会近畿支部構造力学講究録. 34号. 1-24 (2002)

    • Related Report
      2002 Annual Research Report

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Published: 2002-04-01   Modified: 2016-04-21  

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