| Project/Area Number |
02805053
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
土木構造
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| Research Institution | Grant-in-Aid for Scientific Research (C) |
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Principal Investigator |
IEMURA H Kyoto Univ., Dept. of Civil Eng., Assoc. Prof., 工学部, 助教授 (10026362)
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| Co-Investigator(Kenkyū-buntansha) |
NARIYUKI Y Tokushima Univ., Dept. of Civil Eng., Lecturer, 工学部, 講師 (20127848)
IZUNO K Kyoto Univ., Dept. of Civil Eng., Research Assoc., 工学部, 助手 (90168328)
SUGITO M. Kyoto Univ., Dept. of Civil Eng., Research Assoc., 工学部, 助手 (60115863)
YAMADA Y Kyoto Univ., Dept. of Civil Eng., Prof., 工学部, 教授 (60025856)
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| Project Period (FY) |
1990 – 1991
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| Project Status |
Completed (Fiscal Year 1991)
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| Budget Amount *help |
¥1,600,000 (Direct Cost: ¥1,600,000)
Fiscal Year 1991: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1990: ¥1,000,000 (Direct Cost: ¥1,000,000)
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| Keywords | Earthquake Energy / Failure Criteria / Energy Partitioning / Seismic Base Isolation / Hybrid Experiments / Repaired Member / Optimal Control / Ultimate Design Method / 弾塑性構造物 / 履歴吸収エネルギ- / 耐震設計法 / 免震構造 / 制震構造 |
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| Research Abstract |
New earthquake energy spectra are proposed for practical design procedures using energy concepts. The spectra show integrated earthquake input energy of a unit mass for a given natural period and damping ratio. The total input energy and its partitioning in complex structures can be evaluated with conventional procedure of modal analysis and the proposed spectra. Numerical simulations are carried out for inelastic structures to show the earthquake energy partitioning in time and in space. Inelastic earthquake response and earthquake energy partitioning of bridge structures with and without sjismic isolators subjected to earthquake ground motions is evaluated. From the on-line hybrid earthquake response loading tests of original and repaired RC structural members, the hysteretic absorbed energy is found to be the best criteria to measure structural damage. From the analytical and experimental results, the new earthquake resistant design method with earthquake energy partitioning is proposed.
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