Shear Design Method for Reinforced Concrete Structures using Accurate FEM Analysis
Shear Design Method for Reinforced Concrete Structures using Accurate FEM Analysis
批准号:
04302049
负责人:
NOGUCHI Hiroshi
金额:
$14.34万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Co-operative Research (A)
财政年份:
1992
资助国家:
日本
项目状态:
已结题
起止时间:
1992 至 1994
中文摘要
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英文摘要
In this study, the FEM analytical program with high accuracy applicable to RC structures with from ordinary strength to high strength materials was developed based on the previous basic experiment. The shear resistance mechanisms of RC members, shear resistance mechanisms after flexural yielding and the behavior of plastic hinges were investigated by FEM programs. From the analytical internal stress of members, the macroscopic models on which AIJ guideline's shear design equation was based were verified. The shear resistance mechanisms after flexural yielding were also investigated from the analytical internal stress flow. The macroscopic models verified by FEM analysis were developed and proposed to investigate the rational shear design method.
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白井 信明: "FEMパラメトリック解析に基づく高強度RC造耐震壁のせん断強度推定モデルの検討" コンクリート工学年次論文報告集. 17-2. 529-534 (1995)
Nobuaki Shirai:“基于FEM参数分析的高强RC剪力墙抗剪强度估算模型的研究”混凝土工程年论文报告17-2(1995)。
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畑中 重光,谷川 恭雄: "圧縮下におけるコンクリート挙動の3次元弾塑性有限要素解析" 日本建築学会東海支部研究報告集. 33. 205-208 (1995)
Shigemitsu Hatanaka、Yasuo Tanikawa:“受压混凝土行为的三维弹塑性有限元分析”日本建筑学会东海分会研究报告 33. 205-208 (1995)。
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市之瀬敏勝: "RC部材の危険断面近傍でのトラス機構" 日本建築学会構造系論文集. 475. 129-135 (1995)
Toshikatsu Ichinose:“RC 构件临界截面附近的桁架机构”日本建筑学会结构工程论文集 475. 129-135 (1995)。
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KASHIWAZAKI Takashi: "Nonlinear Finite Element Analysis on Shear Strength of R/C Interior Beam-Column Joints with Ultra High-Strength Materials" Proc.of the JCI. 17-2. 571-576 (1995)
KASHIWAZAKI Takashi:“超高强度材料 R/C 内部梁柱接头剪切强度的非线性有限元分析”,JCI 论文集。
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谷川 恭雄: "圧縮下のコンクリートの構成関係に及ぼす供試体寸法の影響(その1〜3)" 日本建築学会学術講演梗概集. C構造II. 191-196 (1993)
Yasuo Tanikawa:“试件尺寸对受压混凝土成分关系的影响(第 1 至 3 部分)”日本建筑学院学术讲座摘要 191-196(1993 年)。
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