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Volume 37 Issue 11
Dec.  2014
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Article Contents
Dai Na-xin, Huang Dong-yang, Guo Jian. RENEWAL METHOD OF CABLE STIFFNESS FOR INITIAL SHAPE ANALYSIS OF STRING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 91-93. doi: 10.13204/j.gyjz200711025
Citation: Dai Na-xin, Huang Dong-yang, Guo Jian. RENEWAL METHOD OF CABLE STIFFNESS FOR INITIAL SHAPE ANALYSIS OF STRING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 91-93. doi: 10.13204/j.gyjz200711025

RENEWAL METHOD OF CABLE STIFFNESS FOR INITIAL SHAPE ANALYSIS OF STRING BEAMS

doi: 10.13204/j.gyjz200711025
  • Received Date: 2007-08-25
  • Publish Date: 2007-11-20
  • There will be a greater difference between the working state after applying prestress and the set-out size of the members for a string beam structure due to its nonlinear characteristics.Using FEM the stiffness matrix of a cable element is replaced continuously during the process to zero-stress state from the working state in order to lead in prestress, so as to unify the shape and load analyses.The analy sis of a typical example shows that the method features a simple calculation and a higher precision.
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