Estimate of the effect of 3D shallow subsurface structures on the dynamic soil-structure-interaction
Estimate of the effect of 3D shallow subsurface structures on the dynamic soil-structure-interaction
批准号:
11305033
负责人:
WATANABE Hiroyuki
金额:
$21.74万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2001
中文摘要
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英文摘要
The effect of 3D subsurface geological structures on the dynamic soil-structure-interaction has been investigated.The findings are as follows.1. By using the newly developed FE-FD Hybrid analysis to simulate response of dam- reservoir- foundation rock system, the radiation damping of the system was evaluated Quantitatively.2. By using the test data and numerical non-linear dynamic analysis, the effects of the separation between pile foundation and surrounding soil on the dynamic stiffness were evaluated3. By using the modified DEM, the micro-deformation mechanism of shear banding process of granular materials, such as sand or gravel, was evaluated.4. The relationship between,tne surface geographical features deformation and uplift of the south Fossa Magna was evaluated.5. By using AR model and NIOM, the feature of wave propagation in the surface ground, such as wave-path and reflection, were investigated from the records of vertical array.6. By using the ground motion database, spatial distribution of ground motions, such as peak ground acceleration, was investigated. And the effect of spatial distribution of the ground motion to the earthquake resistance of the linear lifeline system was evaluated.7. By using DEM, both the location and direction of the deformation in the subsurface ground due to reverse faulting in the base rock layer was evaluated.8. By using dynamic model, the development of slip line in the surface ground layer due to faultingwas investigated. And the formation of strong ground motion by the dynamic rupture process of the fault and subsurface structures was simulated.
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GHAYAMGHAMIAN, M.R., KAWAKAMI, H.: "On-site nonlinear hysteresis curves and dynamic soil properties"Journal of Geotechnical and Geoenvironmental Enineering, ASCE. Vol. 126, No. 6. 543-555 (2000)
GHAYAMGHAMIAN, M.R., KAWAKAMI, H.:“现场非线性磁滞曲线和动态土壤特性”岩土与地球环境工程杂志,ASCE。
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DARBAR R..S.: "Effects of perimetrical and vertical joint opening on the seismic response of a concrete arch dam"Proceedings of Earthquake Resistant Engineering Structures. 143-152 (1999)
DARBAR R..S.:“周边和垂直接缝开口对混凝土拱坝地震响应的影响”抗震工程结构论文集。
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BAL Krishna M., WATANABE H.: "Nonlinear dynamic behavior of pile foundation-effect of separation at soil-pile interface-"Proc. of 12th World Conference on Earthquake Engineering. No.494 (2000)
BAL Krishna M.,WATANABE H.:“桩基的非线性动力行为-土-桩界面分离效应-”Proc。
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Haddadi, H.R., Kawakami, H.: "Analysis of in situ seismic data in boreholes by NIOM method"10th International Conference on Soil Dynamics and Earthquake Engineering,Volume of Extended Abstract. 66 (2001)
Haddadi, H.R.、Kawakami, H.:“用 NIOM 方法分析钻孔中的现场地震数据”第十届国际土壤动力学与地震工程会议,扩展摘要卷。
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渡辺 啓行: "ペリメータ沿いのジョイントと鉛直ジョイントの開口がコンクリートアーチダムの地震応答に与える影響"ダム工学. 9・2. 79-94 (1999)
Hiroyuki Watanabe:“沿周边和垂直接缝的开口对混凝土拱坝地震响应的影响”《大坝工程》9・2(1999)。
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