This paper presents the finite element analysis (FEA) of reinforced concrete wide beam-
column connections using the theoretical context of the concrete damaged plasticity (CDP) …

It is widely recognized that Compressive Membrane Action (CMA), also called Arching
Action, increases both the bending and punching capacities of reinforced concrete (RC) …

This paper presents the development of an updated version of PARC_CL 2.0 crack model
implemented in Abaqus Code using subroutine UMAT. for. The PARC_CL 2.0 model is a …

Punching shear resistance formulations provided by codes are usually calibrated on test
results of isolated specimens that typically simulate the slab zone within the points of …

The load-carrying capacity of many reinforced concrete structures is governed by shear
failures, occurring before reaching the flexural capacity of the member. For redundant …

In this paper, the behaviour of a squat shear wall is investigated. The study fits into the
experimental programme driven by CEOS. fr on modelling of the behaviour of reinforced …

Abstract The fib Model Code for Concrete Structures 2010 introduced the concept of levels
of approximation (LoA) as a strategy for simplifying the procedures involved in preliminary …

In the current paper the seismic performance of a regular multi-storey precast reinforced
concrete structural wall building vertically connected with ordinary reinforcement is …

In order to consider the interactive behavior of flexure and shear, an enhanced displacement-
based fiber beam element is developed by utilizing multi-axial material constitutive models …

Many models to determine the shear capacity of shear reinforced beams are based on the
truss analogy. Various proposals have been formulated in recent years, all of which differ …