Multilevel approach for brick masonry walls - Part I: A numerical strategy for the nonlinear analysis

[1]  D. Brandt,et al.  Multi-level adaptive solutions to boundary-value problems math comptr , 1977 .

[2]  E. Riks.  An incremental approach to the solution of snapping and buckling problems , 1979 .

[3]  Sergio Lagomarsino,et al.  A microcrack damage model for brittle materials , 1993 .

[4]  Gian Michele Calvi,et al.  Experimental Research on Response of URM Building Systems , 1994 .

[5]  S. Lopez,et al.  ALGORITHMIC ASPECTS OF ADAPTIVE MULTIGRID FINITE ELEMENT ANALYSIS , 1997 .

[6]  Sergio Lagomarsino,et al.  DAMAGE MODELS FOR THE SEISMIC RESPONSE OF BRICK MASONRY SHEAR WALLS. PART II: THE CONTINUUM MODEL AND ITS APPLICATIONS , 1997 .

[7]  Gian Michele Calvi,et al.  In‐plane seismic response of brick masonry walls , 1997 .

[8]  Ginevra Salerno,et al.  MODE JUMPING AND ATTRACTIVE PATHS IN MULTIMODE ELASTIC BUCKLING , 1997 .

[9]  Giuseppe A. Trunfio,et al.  Mixed formulation and locking in path-following nonlinear analysis , 1998 .

[10]  G. Felice,et al.  Continuum modeling of discrete systems: a variational approach , 2000 .

[11]  F. Porco,et al.  A finite element with micro-scale effects for the linear analysis of masonry brickwork , 2001 .

[12]  V. Sansalone,et al.  A mixed solution strategy for the nonlinear analysis of brick masonry walls , 2002 .

[13]  Meccanica Computazionale,et al.  MULTILEVEL ANALYSIS OF MASONRY BUILDINGS , 2004 .

[14]  Giuseppina Uva,et al.  Towards a multiscale analysis of periodic masonry brickwork : A FEM algorithm with damage and friction , 2006 .