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 relation of displacements and loads between the surface nodes and middle pl...

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Bibliographic Details
Main Authors: Hao Ren, Tong-chun Li, Zhi-wei Niu, Lan-hao Zhao
Format: Article
Language:English
Published: Elsevier 2009-03-01
Series:Water Science and Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674237015300508