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Establishment of Analytical Environment of RC Frame Structures

Research Project

Project/Area Number 07558054
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section試験
Research Field Natural disaster science
Research InstitutionTOHOKU UNIVERSITY

Principal Investigator

SHIBATA Akenori  Faculty of Eng., Tohoku Univ., Prof., 工学部, 教授 (30005251)

Co-Investigator(Kenkyū-buntansha) OKUZONO Tsohihumi  Eng.Research Lab., Director, 構造設計部, 部長
HANDO Masayuki  Miyagi Tech.Eng.College, Lecturer, 講師 (40198940)
SAITO Taiki  Faculty of Eng., Tohoku Univ., Research Assoc., 工学部, 助手 (00225715)
INOUE Norio  Faculty of Eng., Tohoku Univ., Assoc.Prof., 工学部, 助教授 (50250725)
OGAWA Junji  Faculty of Eng., Tohoku Univ., Prof., 工学部, 教授 (30005508)
奥園 敏文  (株)構造計画研究所, 構造設計部, 部長
Project Period (FY) 1995 – 1996
Project Status Completed (Fiscal Year 1996)
Budget Amount *help
¥3,500,000 (Direct Cost: ¥3,500,000)
Fiscal Year 1996: ¥300,000 (Direct Cost: ¥300,000)
Fiscal Year 1995: ¥3,200,000 (Direct Cost: ¥3,200,000)
KeywordsReinforced Concrete Building / Earthquake Response Analysis / Three-dimensional Frame / Nonlinear Finite Element / 非線形有限要素法 / 鉄筋のコンクリート造 / コア壁 / 立体骨組解析
Research Abstract

The objective of this study is to establish the analytical environment for the earthquake response analysis of reinforced concrete frame structures.
The computer programs developed in this study incluede three dimensionla member models for wall elements and column elements, which adopt the multi-spring models in order to consider the interaction among axial force two-directional flexural moments. More detailed member models for wall elements using the nonlinear finite element method are also developed.
Using this analysis environment, we simulated some experimental studies of shaking table tests of wall structures, and got relatively well agreement between analytical results and expermental results. The earthquake response analyzes of multi-story bulidings are also carried out to find out the characteristics of three-dimensional structural behaviors.
This study also developed a pre-processing software to reduce the burden of making input data of frame structures. On this software, user can create fram data very easily by clicking buttons by the mouse device.

Report

(3 results)
  • 1996 Annual Research Report   Final Research Report Summary
  • 1995 Annual Research Report
  • Research Products

    (12 results)

All Other

All Publications (12 results)

  • [Publications] 柴田明徳 他:"Stress-Strain Models for Inelastic Analysis of RC Columns Subjected to Bi-directional Lateral Load Reversals" Proceedings of the Cairo First International Conference on Concrete Structures. 3-34-3-44 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 柴田明徳 他:"強震を経験した鉄骨鉄筋コンクリート造実在建物の非線形有限要素解析" 日本コンクリート工学年次論文報告集. 第18巻 第2号. 311-316 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 井上範夫 他:"Nonlinear FEM Analysis of 3-D RC Shear Walls Under Cyclic Loading" 13th International Conference on SmiRT(Brazil). 249-245 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 斉藤大樹 他:"直交壁を有する耐震壁の動的非線形解析(その1、その2)" 日本建築学会大会学術講演梗概集. B-2. 563-566 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] C.Cuadra, J.Ogawa and A.Shibata: "Stress-Strain Models for Inelastic Analysis of RC Columns Subjected to Bi-directional Lateral Load Reversals" Proceedings of the Cario First International Conference on Concrete Structures. 1996. 3-34-3-44

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] N.Teramoto, N.Norio, T.Saito and A.Shibata: "Nonlinear FEM Analysis of Existing Reindorced ConcreteSubjected to Strong Earthquake Motion" Proc.of the Japan Concrete Institute. 18-2. 311-316

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] K.Yang, N.Inoue and A.Shibata: "Nonlinear FEM Analysis of 3-D RC Shear Walls Under Cyclic Loading" 13th International Conference on SmiRT(Brazil). 1995. 249-245

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] T.Saito et al.: "Nonlinear Dynamic Analysis of Seismic Shear Wall with Flange Wall(Part1.And Part 2)" Annual Report of the AIJ.1996. 563-564

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 寺本尚史: "強震を経験した鉄骨鉄筋コンクリート造実在建物の非線形有限要素解析" コンクリート工学年次論文報告集. 18. 249-254 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] Norio INOUE: "Dynamic Nonlinear Analysis of 3-D RC Shear Wall by Finite Element Method" 第11回世界地震工学会議. N.179. (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 斉藤大樹: "直交壁を有する耐震壁の動的非線形解析(その1,その2)" 日本建築学会大会学術講演梗概集. 構造2. 563-566 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] Yang, K., Inoue, N, and Shibata, A: "Nonlinear FEM analysis of 3-D RC shear walls under cyclic loading" Transactions of the 13th Int. Conference on SMiRT. 4. 249-254 (1995)

    • Related Report
      1995 Annual Research Report

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Published: 1995-04-01   Modified: 2016-04-21  

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