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Establishment of Analytical Environment of RC Frame Structures

Establishment of Analytical Environment of RC Frame Structures
RC框架结构分析环境的建立
批准号:
07558054
负责人:
SHIBATA Akenori
金额:
$2.24万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1996

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中文摘要
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英文摘要
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.
期刊论文(7)
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会议论文
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)
Daiki Saito:“正交墙剪力墙的动态非线性分析(第 1 部分和第 2 部分)”日本建筑学会结构会议记录 2. 563-566 (1996)。
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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
K.Yang、N.Inoue 和 A.Shibata:“循环荷载下 3-D RC 剪力墙的非线性 FEM 分析”第 13 届 SmiRT 国际会议(巴西)。
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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
T.Saito 等人:“带凸缘墙的地震剪力墙的非线性动力分析(第 1 部分和第 2 部分)”AIJ.1996 年度报告。
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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)
Naofumi Teramoto:“经历过强烈地震的钢框架钢筋混凝土建筑的非线性有限元分析”混凝土工程年度报告。18. 249-254 (1996)。
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7
    Study on Earthquake Damage Prediction for Core Urban Areas in Tohoku District and its Application to Urban Design for Disaster Prevention
    • 批准号:
      12680466
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.18万
    • 财政年份:
      2000
    • 负责人:
      SHIBATA Akenori
    • 依托单位:
    Study on Information and Analysis Network on 3-Dimensional Ground Structure and Strong Motion Characteristics in Tohoku Urban Areas
    Study on Dynamic Damaging Properties of Ground Motions to RC Structures by Shaking Table Tests
    • 批准号:
      07458081
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $4.74万
    • 财政年份:
      1995
    • 负责人:
      SHIBATA Akenori
    • 依托单位:
    An Ultimate Aseismic Design Procedure of Reinforced Concrete Frames Based on Probabilistic Method, Considering Variability of Earthquake Design Loads and Structural Properties
    • 批准号:
      63550402
    • 项目类别:
      Grant-in-Aid for General Scientific Research (C)
    • 资助金额:
      $1.47万
    • 财政年份:
      1988
    • 负责人:
      SHIBATA Akenori
    • 依托单位:
    海外基金