EVALUATION OF THE RELIABILITY OF SEMI-RIGID BEVELED STEEL FRAMES SUBJECTED TO WIND LOADS BY THE RANDOM FINITE ELEMENT METHOD

Abstract

The Stochastic Finite Element Method (SFEM) was used to examine chamfer
frames with semi-rigid connections that were exposed to wind stresses in this
research paper. The connection parameters and the load are both random variables.
A mixture of mathematical modeling and Monte-Carlo simulation is used to analyze
the structure's behavior. The computation program is then used to examine the
wind load resistance of a beveled steel frame with semi-rigid connections.