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AN IMPROVED M-C METHOD AND ITS APPLICATION TO STRUCTURAL RELIABILITY

Wang Deyu (Shanghai Jiaotong University,Shaighai,200030,P.R.China) Zhang Shanyuan Yang Guitong (Taiyuan University of Technology,Taiyuan,030024,P.R.China)  
An improved Monte-Carlo method for the failure calculation of structure is proposed.The present method can determine whether some sample points are in the safe region without doing structural analysis,so the calculation work is greatly reduced compared with the ordinary M-C method.Finally,the new M-C method is applied to reliability analysis of frame and the torsional buckling reliability analysis of cylindrical shells.
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