| Budget Amount *help |
¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2013: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2012: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2011: ¥2,340,000 (Direct Cost: ¥1,800,000、Indirect Cost: ¥540,000)
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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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