2013 Fiscal Year Final Research Report
Development of Seismic Performance Evaluation System on Ultra High Strength Concrete Beam-Column Joints with three-dimensional Finite Element Method
| Project/Area Number |
23560662
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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 |
Building structures/materials
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| Research Institution | Chiba University |
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Principal Investigator |
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| Project Period (FY) |
2011 – 2013
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| Keywords | コンクリート構造 / 耐震設計 / 防災 / 耐震 / 鉄筋コンクリート |
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| Outline of Final Research Achievements |
In these days, practical use of ultra high strength concrete structure and performance-based design has been desired. In this study, constitutive law model of high-strength concrete beam-column joints for a three-dimensional finite element method (FEM) analysis for buildings built with ultra high strength concrete has been developed. Then, the developed constitutive law model was applied and the validity was estimated for normal and ultra high strength concrete beam-column joints with three-dimensional FEM. Finally, seismic performance evaluation system on ultra high strength concrete structure was developed.
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| Free Research Field |
建築学
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