| Project/Area Number |
25820207
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Multi-year Fund |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Nagoya Institute of Technology |
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Principal Investigator |
EBISAWA Takemasa 名古屋工業大学, 工学(系)研究科(研究院), 助教 (90332709)
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| Project Period (FY) |
2013-04-01 – 2015-03-31
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| Project Status |
Completed (Fiscal Year 2014)
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| Budget Amount *help |
¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2014: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2013: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | 耐震構造 / 積層ゴム支承 / 破断試験 / 振動台実験 / 連続高架橋 / ２方向加振 / 終局挙動 |
|---|
| Outline of Final Research Achievements |
During the bi-directional shake table test, the rubber bearings installed in a scaled 2-span elevated-girder bridge model exhibited rotational deformations and the variation of axial forces that are ignored in the current seismic design. Due to these axial forces and rotational deformations, the local stress and local strains in the rubber bearings may exceed the allowable limits specified by the current design code. Then, bi-directional cyclic loading test was conducted on rubber bearings by newly developed loading system. By making use of the test data obtained from the above tests, a FE model with a nonlinear elastic constitutive relation was presented. This model appropriately expresses the shear deformation of the bearings. However, there is still a room to improve the model by considering the hysteretic behavior caused by the tensile stresses. Finally, it was observed by the shear rupture test that the load carrying capacity of the bearings decreases under tensile axial force.
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