Structural analysis subjected to seismic action base on design code TCVN 9386:2012 by digitization fuzzy parameters and calculation by modified Monte-Carlo method

Abstract

ABSTRACT:
This paper is devoted to invertigate the fuzzy response of construction subjected to sesmic action base on design code TCVN 9386:2012 and it is solved by modified Monter-Carlo method. The fuzzy parameters of design code is digitized by fuzzy variables (membership function). A example in considered.

Keywords: fuzzy set, fuzzification, modified Monte-Carlo method