Study of the influence of different parameters on the buckling behaviour of masonry walls

Construction and Building Materials

Volumn 35, Issue , 2012, Pages 888-899

  Sandoval, Cristian ^a   Roca, Pere ^b  

^a PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE   (Chile)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Brick masonry wall; Buckling failure; Load bearing capacity; Masonry stiffness; Micro modelling; Tensile strength

Indexed keywords

ANALYTICAL METHOD; APPLIED LOADS; BRICK MASONRY; BUCKLING BEHAVIOUR; BUCKLING FAILURE; COMBINED EFFECT; LOAD-BEARING CAPACITY; MAIN PARAMETERS; MASONRY WALLS; MAXIMUM LOAD; MICRO-MODELLING; NON-DIMENSIONAL PARAMETERS; PARAMETRIC STUDY; SLENDERNESS RATIOS; VERTICAL LOADINGS;

BEARING CAPACITY; BUCKLING; LOADING; MASONRY CONSTRUCTION; MORTAR; STIFFNESS; TENSILE STRENGTH; WALLS (STRUCTURAL PARTITIONS);

RETAINING WALLS;

EID: 84862230485     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2012.04.053     Document Type: Article

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