Optimal design of beam-column connections of plane steel frames using the component method

first obtained the creep deformation in a large-span reinforced concrete beam, then steel beam-column connections, and lastly the deformations in a pedestrian bridge using

Um estudo de caso no 1º Ciclo do Ensino Básico.” teve como objetivo fundamental estudar de que forma a utilização das tecnologias pode facilitar a promoção do pensamento abstrato

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

In the present paper the behaviour of concrete slabs failing in punching is simulated by using a non-linear three-dimensional finite element analysis (FEA) model based on the concept

An extensive experimental program on real scale flat slab models under shear punching was carried out in order to assess the influence of load eccentricity and the contribution of

Coutinho, “Electrospun nanosized cellulose fibers using a neat and room temperature ionic liquid”, in preparation.. A1 Surface Tension

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

Despite many experimentally and analytically studies on beam- column connections in monolithic reinforced concrete structures, known as beam-column joints, there are few