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چکیده
In order to investigate the influence of various connecting systems on the buckling load of global shallow grid shells, stability analysis were performed in this chapter. Using all of the moment-rotation curves and load displacement curves which were performed in chapter 4, buckling behaviors could be simulated with special consideration to the nonlinear connection stiffness of various connection systems, in particular, the deviations of bolt-holes, namely bolt clearances (ΔV), with various rise-span ratios of the global grid shells.
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