Seismic performance evaluation of traffic load-viaduct interaction system and development of safety countermeasures
| Project/Area Number |
20360203
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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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 | Kobe University |
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Principal Investigator |
KAWATANI MITSUO Kobe University, 大学院・工学研究科, 教授 (00029357)
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| Co-Investigator(Kenkyū-buntansha) |
KIM ChulーWoo 京都大学, 大学院・工学研究科, 教授 (80379487)
HE Xingwen 北海道大学, 大学院・工学研究院, 助教 (20454605)
NOMURA Yasutoshi 立命館大学, 理工学部, 助教 (20372667)
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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 |
¥18,330,000 (Direct Cost: ¥14,100,000、Indirect Cost: ¥4,230,000)
Fiscal Year 2010: ¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2009: ¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2008: ¥9,100,000 (Direct Cost: ¥7,000,000、Indirect Cost: ¥2,100,000)
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| Keywords | 地震応答解析 / 交通荷重 / 非線形解析 / 走行安全性 / 耐震性能 |
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| Research Abstract |
An analytical approach to evaluate the dynamic effect of traffic loads on seismic responses of roadway, railway and monorail viaducts is established and the running safety of vehicles and trains is investigated. Seismic responses of the bridge-train/vehicle interaction system are firstly simulated within linear structural behaviors, and the non-linear seismic analytical approach is also under development. Dynamic effects of traffic loads on bridge response are analytically examined. Influences of soil and ground motion characteristics on seismic responses of bridges are also investigated. The importance of considering properly the dynamic effect of traffic loads in the seismic design of bridges is indicated.
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Report
(4 results)
Research Products
(26 results)
