Structural reliability analysis of steel plane frames with semi-rigid connections.

Sendo a finalidade da investigação um estudo comparado entre duas cidades, com recurso a uma época histórica comum e à luz de um comparativo baseado na

The probability of attending school four our group of interest in this region increased by 6.5 percentage points after the expansion of the Bolsa Família program in 2007 and

(2000) defined the admissible limits for rotational rigidity of beam-column connections; Hayalioglu and Degertekin (2005) presented a methodology of optimization of

The first parameters that make up the fourth input file are as follows: reliability analysis method, number of iterations for FORM, tolerance for interruption of the iterative

If it is equal to 2, only the stiffness value of the connection located in the j node will be updated by the chosen model (modeling also by Eqs. Besides, if NOSR is equal to 3,

Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM..

Since reliability analysis using the First Order Reliability Method (FORM) is an optimization procedure itself, RBDO (in its classical version) is a double-loop strategy:

The structure of the remelting zone of the steel C90 steel be- fore conventional tempering consitute cells, dendritic cells, sur- rounded with the cementite, inside of