位置：成果数据库 > 期刊 > 期刊详情页
Decomposition of Dynamic p-y Curves Considering Liquefaction during Earthquakes
  • ISSN号：2040-7459
  • 期刊名称：Research Journal of Applied Sciences, Engineering
  • 时间：2014.6
  • 页码：5163-5171
  • 相关项目：强震下可液化场地桩－土动力相互作用宏观力学模型研究
作者： Baydaa Hussain Maula|Liang Tang|Ali Mahommed Gazal|
同期刊论文项目
强震下可液化场地桩－土动力相互作用宏观力学模型研究
期刊论文 40 会议论文 2
同项目期刊论文
虑流固耦合效应的辽宁葠窝水库溢流坝段抗震性能
液化场地桩-土地震相互作用振动台试验数值模拟
Pile Failure during Earthquake Liquefaction
Experimental and numerical investigation on the dynamic response of pile group in liquefying ground
Soil-pile-bridge structure interaction in liquefying ground using shake table testing
Seasonally frozen soil effects on the seismic site response
Response of a RC pile group in liquefiable soil: A shake-table investigation
Response of a RC pile behind quay wall to liquefaction-induced lateral spreading: A shake-table inve
Numerical simulations of shake-table experiment for dynamic soil-pile-structure interaction in lique
Responses of reinforced concrete pile group in two-layered<br />liquefied soils: shake-table i
液化场地桩-土动力相互作用<em>p-y</em>曲线特性研究
Numerical study on ground improvement for liquefaction mitigation using stone columns encased with g
Response of a pile group behind quay wall to liquefaction-induced lateral spreading: a shake-table i
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[J]. 土木工程学报
液化场地桥梁群桩基抗震分析简化方法
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
液化侧扩流场地桥梁桩基抗震研究进展
液化侧扩流场地桥梁群桩效应分析
辽宁葠窝水库溢流坝段裂缝状态地震反应分析