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Numerical modelling of masonry infill walls is a challenging task due to the non-homogenous nature of masonry and the difficulty of accurate modelling of the interface between the masonry units and the interface between the masonry wall and the surrounding frame. To investigate the effect of the full range of influential parameters and their interactions on the behaviour of masonry infill shear walls, an effective finite element technique capable of predicting the whole lateral load-displacement response of masonry infilled frames was developed.

Produktbeschreibung
Numerical modelling of masonry infill walls is a challenging task due to the non-homogenous nature of masonry and the difficulty of accurate modelling of the interface between the masonry units and the interface between the masonry wall and the surrounding frame. To investigate the effect of the full range of influential parameters and their interactions on the behaviour of masonry infill shear walls, an effective finite element technique capable of predicting the whole lateral load-displacement response of masonry infilled frames was developed.
Autorenporträt
Mohammed is a Structural Engineer with over 10 years of experience in Research and Design on various industrial, commercial projects in various countries. He is experienced in analyzing and designing foundations, steel, RC and masonry Structures using various Finite element software.