Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames

Engineering Structures

Volumn 31, Issue 11, 2009, Pages 2696-2710

  Milani, G ^a   Beyer, K ^b   Dazio, A ^b  

^a POLITECNICO DI MILANO   (Italy)

^b ETH ZURICH   (Switzerland)

Author keywords

Coupling beam; Equivalent frame; Limit analysis; Masonry spandrel; Pushover analysis; Unreinforced masonry

Indexed keywords

COUPLING BEAM; EQUIVALENT FRAME; LIMIT ANALYSIS; MASONRY SPANDREL; PUSHOVER ANALYSIS; UNREINFORCED MASONRY;

BENDING (DEFORMATION); BENDING MOMENTS; FOUNDATIONS; MASONRY CONSTRUCTION; MASONRY MATERIALS; PIERS; QUALITY ASSURANCE; RETAINING WALLS; SHEAR STRENGTH; WALLS (STRUCTURAL PARTITIONS);

FINITE ELEMENT METHOD;

BOUNDARY CONDITION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LIMIT ANALYSIS; MASONRY; NUMERICAL MODEL; SHEAR STRENGTH; STRUCTURAL COMPONENT; TWO-DIMENSIONAL MODELING;

EID: 70349775623     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.06.015     Document Type: Article

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