SEISMISITY EVALUATION OF VIADUCTS CONSIDERING INTERATIONS OF SEISMIC AND ISOLATIONG MEMBERS AT GIRDER ENDS
| Project/Area Number |
20246077
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Osaka City University |
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Principal Investigator |
KITADA Toshiyuki Osaka City University, 大学院・工学研究科, 客員教授 (30029334)
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| Co-Investigator(Kenkyū-buntansha) |
SUGIURA Kunitomo 京都大学, 大学院・工学研究科, 教授 (70216307)
HIRANO Hirokazu 中央大学, 総合政策学部, 教授 (80256023)
YAMAGUCHI Takashi 大阪市立大学, 大学院・工学研究科, 教授 (50283643)
ONO Kiyoshi 大阪大学, 大学院・工学研究科, 准教授 (60324802)
MATSUMURA Masahide 大阪市立大学, 大学院・工学研究科, 講師 (60315976)
OCHI Nobuhito 明石工業高等専門学校, 都市ステム工学科, 講師 (50332044)
ZUI Hiroshi 摂南大学, 工学部・都市環境ステム工学科, 教授 (30236062)
KITAHARA Takeshi 関東学院大学, 工学部・社会環境ステム学科, 教授 (00331992)
TANAKA Kentaro 関東学院大学, 工学部・社会環境ステム学科, 助手 (50529724)
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| Research Collaborator |
KANOU Masato JIPクノサイエンス(株)
ISYA Hideo (有)テクノ・アート・クルーズ
MURAJI Shigetosi 中井商工(株)
NOGUCHI Jirou Soft Bridge(株)
YOSHIDA Masahiko 川金コア・テック(株)
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| Project Period (FY) |
2008 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
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| Budget Amount *help |
¥46,800,000 (Direct Cost: ¥36,000,000、Indirect Cost: ¥10,800,000)
Fiscal Year 2010: ¥7,800,000 (Direct Cost: ¥6,000,000、Indirect Cost: ¥1,800,000)
Fiscal Year 2009: ¥17,160,000 (Direct Cost: ¥13,200,000、Indirect Cost: ¥3,960,000)
Fiscal Year 2008: ¥21,840,000 (Direct Cost: ¥16,800,000、Indirect Cost: ¥5,040,000)
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| Keywords | 耐震性評価 / 高架橋 / 機能部材 / 免震 / 制振 / 桁端部 / 耐震・免震設計 / 構造工学・地震工学 / 耐震 |
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| Research Abstract |
Dynamic behaviors and seismic safety of a viaduct in an urban area are investigated through experimental and analytical approaches by focusing onmutual interactions and individual dynamic behaviors of some functional devices andmembers for seismic proof and for seismic isolation at the girder ends. It is concludedthat the mutual interactions among the functional devices and members stronglyinfluence on dynamic behaviors of the isolated viaduct and new bridge isolationapproaches effectively work when considering spatial constraints of existing and/ornew bridge structures.
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Report
(4 results)
Research Products
(58 results)
