Includes bibliographical references and index.
In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
Contents: v. In-plane behavior and design v.
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All rights reserved. A reliable prediction of the combined in-plane and out-of-plane behavior of URM walls requires rigorous nonlinear finite element models, whose complexity and computational cost are generally unsuitable for current engineering applications, motivating the research of alternative numerical approaches.
Theory of Beam Columns: In-plane Behaviour and Design v. 1
This article presents a study for validation of a 3D macro-model intended to simulate the combined in-plane and out-of-plane behavior of unreinforced masonry walls, against experimental results available in the literature and FEM simulations. The model is based on a three-dimensional macro-element whose kinematics is governed by seven degrees of freedom only. The mechanical behavior of the element is based on a fiber discretization approach that adopts basic material parameters.
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