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Analysis modeling for plate buckling load of vibration test
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作者 SUNGWen-pei lincheng-i +1 位作者 SHIHMing-hsiang GOCheer-germ 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2005年第2期132-140,共9页
In view of the recent technological development, the pursuit of safehigh-precision structural designs has been the goal of most structural designers. To bridge the gapbetween the construction theories and the actual c... In view of the recent technological development, the pursuit of safehigh-precision structural designs has been the goal of most structural designers. To bridge the gapbetween the construction theories and the actual construction techniques, safety factors are adoptedfor designing the strength loading of structural members. If safety factors are too conservative,the extra building materials necessary will result in high construction cost. Thus, there has been atendency in the construction field to derive a precise buckling load analysis model of member inorder to establish accurate safety factors. A numerical analysis model, using modal analysis toacquire the dynamic function calculated by dynamic parameter to get the buckling load of member, isproposed in this paper. The fixed and simple supports around the circular plate are analyzed by thisproposed method. And then, the Monte Carlo method and the normal distribution method are used forrandom sampling and measuring errors of numerical simulation respectively. The analysis resultsindicated that this proposed method only needs to apply modal parameters of 7 X 7 test points toobtain a theoretical value of buckling load. Moreover, the analysis method of inequality-distanttest points produces better analysis results than the other methods. 展开更多
关键词 Energy equivalence Buckling load Monte Carlo method
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