General displacement arch-cantilever element method for stress analysis of arch damOA
General displacement arch-cantilever element method for stress analysis of arch dam
Based on the general displacement method and the basic hypothesis of the trial load method, a new advanced trial load method, the general displacement arch-cantilever element method, was proposed to derive the transformation …查看全部>>
Based on the general displacement method and the basic hypothesis of the trial load method, a new advanced trial load method, the general displacement arch-cantilever element method, was proposed to derive the transformation relation of displacements and loads between the surface nodes and middle plane nodes. This method considers the nodes on upstream and downstream surfaces of the arch dam to be exit nodes (master nodes), and the middle plane nodes to be s…查看全部>>
Hao REN;Tong-chun LI;Zhi-wei NIU;Lan-hao ZHAO
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, ChinaCollege of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, ChinaCollege of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, ChinaCollege of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
建筑与水利
arch damarch-cantilever element methodgeneral displacement methodfiniteelement method (FEM)coupled analysisstress analysisWudongde arch dam
arch damarch-cantilever element methodgeneral displacement methodfiniteelement method (FEM)coupled analysisstress analysisWudongde arch dam
《水科学与水工程》 2009 (1)
西部高拱坝抗震安全前沿性基础科学问题研究
32-42,11
This work was supported by the National Natural Science Foundation of China (Grant No. 90510017).
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