Development of Collapse Simulation Method of Reinforced Concrete Structures For Seismic Performance Evaluation Including Ductility and Structural Redundancy
| Project/Area Number |
26420474
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Nagoya University |
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Principal Investigator |
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| Project Period (FY) |
2014-04-01 – 2017-03-31
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| Project Status |
Completed (Fiscal Year 2016)
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| Budget Amount *help |
¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2016: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2015: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
Fiscal Year 2014: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
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| Keywords | 剛体バネモデル / 幾何学的非線形 / 有限回転 / 局所化 / 冗長性 / 線形ティモシェンコ梁要素 / 破壊局所化 / 倒壊解析 / RBSM / 崩壊解析 / 復旧性 |
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| Outline of Final Research Achievements |
A new formulation considering a finite rotational displacement is developed in the ordinary Rigid-Body-Spring Model (RBSM) in order to simulate large displacement and rotation collapse behavior of RC structure. In the proposed formulation, a finite rotation matrix by using axial vector is applied. The model is found effective, however, showed unnatural deformation behavior in a range of large rotation. Therefore, a new discrete analysis model is further developed based on the equivalence between RBSM and linear Timoshenko beam with applied reduced integration scheme. It is confirmed that this proposed model can simulate the large rotation behavior of concrete and RC structure including the localized failure behaviors.
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Report
(4 results)
Research Products
(15 results)
