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Study on Dynamic Behavior for Pile-Soil-Bridge Structure Seismic Interaction in Liquefying Ground un
  • 期刊名称：Journal of Emerging Trends in Engineering and Appl
  • 时间：0
  • 页码：239-244
  • 语言：英文
  • 相关项目：强地震下液化场地桩－土－桥梁结构地震相互作用动力P－Y曲线研究
作者： Baydaa Hussain Maula|Tang Liang|Ling XianZhang|
同期刊论文项目
强地震下液化场地桩－土－桥梁结构地震相互作用动力P－Y曲线研究
期刊论文 47 会议论文 9
同项目期刊论文
土体液化动力分析数值模型
Shake table test of soil-pile groups-bridge structure interaction in liquefiable ground
沉桩扩孔速度对非饱和土中柱形扩孔挤土效应的影响
液化场地桩-土地震相互作用p-y曲线分析方法研究
液化场地桩-土-桥梁结构地震相互作用简化分析方法
Probabilistic Pushover Analysis of Structural and Geotechnical Systems
中日规范中关于液化和侧向扩流场地桥梁桩基抗震设计考虑之比较
Seasonally Frozen Soil Effects on the Seismic Site Responses
3D FEM Numerical Simulation Of Seismic Pile-supported Bridge Structure Reaction in Liquefying Ground
Mechanism of Pile Failure in Liquefaction Deposits during Earthquakes
Comparison of Current Chinese and Japanese Design Specification for Bridge Pile in Liquefied Ground
Vertical dynamic response characteristics of single pile in non-homogeneous soil layers
单桩竖向动力阻抗计算模型研究
Finite Element Response Sensitivity Analysis of a Multi-Yield-Surface J2 Plasticity Model by Direct
Seismic Response of Elevated-Cap Pile Groups of Bridge in Liquefiable Ground Using Shaking Table Tes
Soil-Pile-Bridge Structure Interaction in Liquefiable Ground Using Shake Table Tests
可液化场地高承台群桩-土-桥梁结构地震相互作用振动台试验
液化侧向流动场地桩基动力反应振动台试验三维有限元数值模拟方法
液化场地桩基侧向响应分析中p-y曲线模型研究进展
可液化场地桩基桥梁结构地震响应振动台试验
可液化场地桥梁桩基改进m值法研究
可液化场地桥梁群桩基础地震响应振动台试验研究
液化场地桩基加速度反应试验与数值模拟
可液化场地桥梁群桩-独柱墩结构地震反应振动台试验研究
液化场地桥梁群桩基动力反应三维有限元模拟方法
Numerical simulations of shake-table experiment for dynamic soil-pile-structure interaction in liquefi able soils
Shake table test of soil-pile groups-bridge structure interaction in liquefiable ground