Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance

Engineering Structures

Volumn 30, Issue 2, 2008, Pages 352-367

  Betti, Michele ^a   Vignoli, Andrea ^a  

^a UNIVERSITY OF FLORENCE   (Italy)

Author keywords

Earthquake loading; FE modelling; Nonlinear analysis; Romanesque church buildings; Seismic vulnerability; Strengthening techniques

Indexed keywords

EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; NUMERICAL ANALYSIS; SEISMIC RESPONSE;

EARTHQUAKE LOADING; MASONRY CHURCH; SEISMIC VULNERABILITY;

RELIGIOUS BUILDINGS;

EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; NUMERICAL ANALYSIS; RELIGIOUS BUILDINGS; SEISMIC RESPONSE;

EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; LOADING; MODELING; NONLINEARITY; SEISMIC DESIGN; STRUCTURAL ANALYSIS; VULNERABILITY;

EID: 37349045737     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.03.027     Document Type: Article

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