Dynamic Analysis of Flanged Shear Wall Using Staad

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

Cumpre notar, inicialmente, que, com a relativização determinada pelo princípio da presunção legal de inocência, o instituto perdeu grandemente o seu sentido, uma vez que nem sempre

This work deals with numerical modeling of the mechanical behavior of steel-iber-reinforced concrete beams using a constitutive model based on..

The objective of this work is to provide a reliable numerical model using the finite element method (FEM) for the static and dynamic analysis of reinforced concrete (RC)

As a conventional reinforced concrete, the ultimate shear strength of SFRC beams without web reinforcement is primarily influenced by: 1) the compressive strength of concrete, 2)

Finite element analysis, Concrete damage plasticity, RC beam- column connection, Joint shear failure, Numerical model.. Finite Element Analysis of Reinforced Concrete Beam-Column

Their results on the flexural static strength (Table 1) and toughness of beams made of cement based matrices reinforced indicated that remarkably high strengths can be achieved

types of finite elements: a plate element for nonlinear analysis of the concrete slab; a bar element for non-linear analysis of beams with cross- section defined by a polygon; and