ABUTMENT

作品数：47被引量：118H指数：5
导出分析报告
相关领域：医药卫生更多>>
相关作者：于荣俊曹淑上段创峰易勇颜丙山更多>>
相关机构：上海隧道工程股份有限公司重庆市建筑科学研究院长沙理工大学首都医科大学更多>>
相关期刊：《Open Journal of Stomatology》《Science China(Technological Sciences)》《Journal of Wuhan University of Technology(Materials Science)》《International Journal of Sediment Research》更多>>
相关基金：国家自然科学基金World Health Organization国家重点基础研究发展计划国家科技支撑计划更多>>
-
在结果中检索

检索结果分析

结果分析中...
选择条件：
  • 期刊=Earthquake Engineering and Engineering Vibrationx
共 条 记 录，以下是1-3
全选清除导出
参考文献引证文献引用追踪
视图：
排序：
Reliability and sensitivity analysis of wedge stability in the abutments of an arch dam using artificial neural network被引量：2
《Earthquake Engineering and Engineering Vibration》2022年第4期1019-1033,共15页Hasan Mostafaei Farhad Behnamfar Mohammad Alembagheri 
In this study,the seismic stability of arch dam abutments is investigated within the framework of the probabilistic method.A large concrete arch dam is considered with six wedges for each abutment.The seismic safety o...
关键词：arch dam seismic reliability artificial neural network Latin hypercube sampling sensitivity analysis wedge abutment 
Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam被引量：4
《Earthquake Engineering and Engineering Vibration》2020年第4期937-951,共15页Sadegh Kefayati Alireza Baghbanan Masoud Torkan Hamid Hashemolhosseini Roohollah Narimani Dehnavi 
Uncertainty in input fracture geometric parameters during analysis of the stability of jointed rock slopes is inevitable and therefore the stochastic discrete fracture network(DFN)-distinct element method(DEM) is an e...
关键词：rock slope DFN DEM UDEC dynamic behavior EARTHQUAKE 
Effect of abutment modeling on the seismic response ofbridge structures被引量：17
《Earthquake Engineering and Engineering Vibration》2008年第4期395-402,共8页Ady Aviram Kevin R.Mackie Bozidar Stojadinovic 
Supported by:U.S.National Science Foundation to the Pacifi c Earthquake Engineering Research Center(PEER)Under Grant No.EEC-9701568
Abutment behavior significantly influences the seismic response of certain bridge structures. Specifically in the case of short bridges with relatively stiff superstructures typical of highway overpasses, embankment m...
关键词：EMBANKMENT BACKFILL shear keys bearing pads nonlinear analysis 
全选清除导出
共1页<1>
检索报告 对象比较 聚类工具 使用帮助 返回顶部