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Study On Role Of Infill Walls In Seismic Performance Of Frame building35,99 €![Seismic Behaviour of RC Frames with SIM and URM infill]( "Seismic Behaviour of RC Frames with SIM and URM infill")
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Homogenization techniques for in and out-of-plane loaded masonry walls56,99 €![RESISTANCE OF MEMBRANE RETROFIT MASONRY WALLS TO LATERAL PRESSURE]( "RESISTANCE OF MEMBRANE RETROFIT MASONRY WALLS TO LATERAL PRESSURE")
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TRM: Preventing the mixed bending/buckling failure of masonry walls56,99 €![Seismic Performance of RC Frame Structures with Semi-Interlocked Masonry and Unreinforced Masonry Infill]( "Seismic Performance of RC Frame Structures with Semi-Interlocked Masonry and Unreinforced Masonry Infill")
Seismic Performance of RC Frame Structures with Semi-Interlocked Masonry and Unreinforced Masonry Infill15,95 €
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.