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Lateral Stiffness of Unreinforced Masonry Circular Columns under Cracked Conditions
Unreinforced masonry Circular columns Seismic behavior Lateral stioness Cracking
2009/10/10
Both walls and columns are main structural elements of monumental buildings. In resisting seismic forces,the lateral sti ness of these elements is an essential parameter. Earthquakes may cause cracks ...
On the Use of a Regular Yield Surface for the Analysis of Unreinforced Masonry Walls
Anisotropic behaviour masonry non-linear analysis shear wall yield pattern yield surface
2009/2/19
A complete methodology for the non-linear macroscopic analysis of unreinforced masonry (URM) shear walls under biaxial stress state is presented, using the finite element method. The methodology focus...
FE Analysis of Complex Discontinuous andJointed Structural Systems（Part 2: Application of the Method – Development of a 3D Modelfor the Analysis ofUnreinforced Masonry Walls）
Discontinuous structures Interface element Masonry Wall Non-linear behaviour
2009/2/19
In this part, a non-linear 3D finite element model for the analysis of unreinforced masonry walls subjected to static and seismic loads is presented, in order to demonstrate the applicability and pote...