Hysteresis Model for Reinforced Concrete Structures Considering Strength Deterioration due to Cyclic Loadings
| Project/Area Number |
19760386
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
Building structures/materials
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| Research Institution | Nagoya Institute of Technology |
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Principal Investigator |
UMEMURA Hisashi Nagoya Institute of Technology, 大学院・工学研究科, 准教授 (70324473)
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| Project Period (FY) |
2007 – 2009
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| Project Status |
Completed (Fiscal Year 2009)
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| Budget Amount *help |
¥3,770,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥570,000)
Fiscal Year 2009: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2008: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2007: ¥1,300,000 (Direct Cost: ¥1,300,000)
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| Keywords | RC造柱部材 / 木造柱部材 / 復元力特性モデル / 繰り返し載荷 / 荷重-変形関係 / 荷重一変形関係 / 耐力劣化 / 剛性低下 / 地震応答解析 / 曲線型 / RC造部材 / 復元力特性 / 木質構造 |
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| Research Abstract |
A curvilinear hysteresis model is developed using load-deformation relations obtained in previous experimental studies. The new model is applicable for wide-ranged structures which have curvilinear restoring force characteristics like wooden or R/C structures. The only difference between the model parameters of wooden and R/C structure is the force level of the inflection point of the hysteresis curve. The model precisely follows the load-deformation relations shown in previous studies when the parameters are adequately determined and the loading history is not very eccentric.
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Report
(4 results)
Research Products
(7 results)
