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Development Of Analysis Software For Pile Foundation Subjected To Lateral Loads

Posted on:2004-12-15Degree:MasterType:Thesis
Country:ChinaCandidate:L F SongFull Text:PDF
GTID:2132360092970850Subject:Hydraulic structures
Abstract/Summary:PDF Full Text Request
On the basis of m-method for laterally loaded piles,elastic-plastic model of p-y curve and nonlinear model of NL are proposed in this paper to analyze the characteristic of bearing capacity of laterally loaded piles by finite difference. At the same time,the vertical bearing capacity of the piles are also checked. Finally,an analysis software for laterally loaded piles is developed on Visual C++ platform.Base on the C++ language,the object oriented programming is adopted to analyze and design the class of structure. The program includes calculation module of internal force,checking calculation module of stability and intensity,bar arrangement module and output module of CAD construction drawings. It is capable of computer aided designing and detailed analyzing and can be utilized in the practical project.
Keywords/Search Tags:p-y curve, nonlinear, lateral load, pile foundation
PDF Full Text Request
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