Abstract: A finite element model for brick masonry subjected to in‐plane loading is presented. The proposed model reproduces the nonlinear characteristics of masonry caused by material nonlinearity and progressive local failure. ...

Abstract: Simple nonlinear stress‐strain relations for brick masonry constructed with solid pressed bricks are derived from the results of a large number of biaxial tests on square panels with various angles of the bed joint to the ...

Abstract: The monolithic structural action of various types of walls of flanged cross section and walls with engaged stiffeners or returns (nonrectangular sections) is critically dependent on the shear capacity of the interface ...