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- W2364171409 abstract "In this paper,a global limit state equation for load-carrying capacity of structural systems is firstly set up,in which the safety margin is defined as the difference between the base shear limit of structural system and the total horizontal seismic action.To probabilistically assess the global seismic capacity of a structure,a new point estimation method(PEM) based on Nataf transformation for analyzing statistical moments of complex random functions is put forward,and then,it is combined with deterministic finite element analysis to produce the so-called 'random pushover analysis(RPA)'.On the basis of these new methodologies,a semi-analytical approach which integrates the improved point estimation method,pushover analysis and moment method(MM) is developed to analyze the nonlinear seismic reliability of a structure as a global system.By applying the proposed approach to a RC frame structure,the variation rules of the global seismic reliability of the structure with the coefficients of variation of the seismic action are derived.It is demonstrated by the numerical example that the developed method in this paper is simple,practical and efficient compared with MCS,and with fewer samples,it has the same accuracy as MCS." @default.
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- W2364171409 date "2010-01-01" @default.
- W2364171409 modified "2023-09-28" @default.
- W2364171409 title "Nonlinear global seismic reliability analysis of structures based on moment methods" @default.
- W2364171409 hasPublicationYear "2010" @default.
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