| Project/Area Number |
23656344
|
|---|
| Research Category |
Grant-in-Aid for Challenging Exploratory Research
|
| Allocation Type | Multi-year Fund |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | Kinki University |
|---|
Principal Investigator |
|
|---|
| Project Period (FY) |
2011
|
| Project Status |
Completed (Fiscal Year 2011)
|
| Budget Amount *help |
¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2011: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
|
|---|
| Keywords | 鋼構造 / 引張り筋違 / 細径鋼棒 / 復元力特性 / 偏芯輪 / 地震応答解析 / 残留歪 / 紡錘型 / 耐震性能 |
|---|
| Research Abstract |
It is concluded that the newly developed tensile bracing system(named Chuck Buckle) can actualize spindle-shaped restoringforce characteristics by the experimental tests in this research program. And also by the calculations of earthquake response, it is proved that Chuck Buckle is more effective than ordinary slender(small diameter) steel bar bracings as earthquake resistance building members.
|
