Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms

Engineering Structures

Volumn 61, Issue , 2014, Pages 195-208

  Betti, Michele ^a   Galano, Luciano ^a   Vignoli, Andrea ^a  

^a UNIVERSITY OF FLORENCE   (Italy)

Author keywords

FE modelling; Inelastic dynamic analysis (IDA); Macro element model; Seismic loading; Static nonlinear analysis; Unreinforced masonry buildings

Indexed keywords

CONCRETE BUILDINGS; MASONRY CONSTRUCTION; MASONRY MATERIALS; NUMERICAL METHODS; NUMERICAL MODELS; SEISMIC RESPONSE; THERMOELECTRICITY;

FE-MODELLING; INELASTIC DYNAMIC ANALYSIS; MACRO ELEMENT; SEISMIC LOADINGS; STATIC NON-LINEAR ANALYSIS; UNREINFORCED MASONRY BUILDING;

NONLINEAR ANALYSIS;

BUILDING; COMPARATIVE STUDY; DIAPHRAGM WALL; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; GROUND MOTION; LOADING; MASONRY; NONLINEARITY; NUMERICAL MODEL; SEISMIC RESPONSE; SHAKING TABLE TEST;

ITALY; LAZIO; ROMA [LAZIO];

EID: 84893755974     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2013.12.038     Document Type: Article

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