Seismic Response Collapse and Earthquake Resistant Capacity of Multi-Story Concrete Filled Steel Tube Frame
| Project/Area Number |
16560502
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Kumamoto University |
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Principal Investigator |
SAISHO Motoo Kumamoto University, Faculty of Engineering, Professor, 工学部, 教授 (40040448)
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| Project Period (FY) |
2004 – 2005
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| Project Status |
Completed (Fiscal Year 2005)
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| Budget Amount *help |
¥3,700,000 (Direct Cost: ¥3,700,000)
Fiscal Year 2005: ¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 2004: ¥1,700,000 (Direct Cost: ¥1,700,000)
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| Keywords | Earthquake resistant capacity / Critical earthquake resistant design / CFT / Seismic response / Frame collapse / crack / Low-cycle fatigue / Numerical analysis / 強振動応答 / 極低サイクル疲労破壊 |
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| Research Abstract |
The damage ratio equation of H-section cantilever beam under strong repeated load is obtained on the basis of the very low cycle fatigue of it. By introducing not only the steel tube crack of concrete filled steel tube column (CFT column) but also the very low cycle fatigue of H-section beam, the collapse analysis method of multi-story CFT frame under extremely strong ground motion has been proposed. Seismic response and collapse of multi-story CFT frames designed under quite different conditions are calculated by the presented numerical analysis method. From the calculated results it is shown that the crack of CFT column is closely related to the collapse of CFT frame but the failure of H-section beam does not effect directly on it.
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Report
(3 results)
Research Products
(25 results)
