Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses

Engineering Structures

Volumn 29, Issue 11, 2007, Pages 2893-2900

  Magliulo, Gennaro ^a   Maddaloni, Giuseppe ^a   Cosenza, Edoardo ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Capacity design; Dynamic analysis; Eurocode 8; Natural records; Non linear analysis; Seismic design

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DYNAMIC ANALYSIS; ELASTICITY; NONLINEAR ANALYSIS; SEISMIC DESIGN; STATIC ANALYSIS; STRUCTURAL FRAMES;

CAPACITY DESIGN; CHORD ROTATION;

BUILDING CODES;

BEAMS AND GIRDERS; BUILDING CODES; COLUMNS (STRUCTURAL); DYNAMIC ANALYSIS; ELASTICITY; NONLINEAR ANALYSIS; SEISMIC DESIGN; STATIC ANALYSIS; STRUCTURAL FRAMES;

BUILDING CODE; DISPLACEMENT; DYNAMIC ANALYSIS; ELASTICITY; MULTISTOREY BUILDING; NONLINEARITY; SEISMIC DESIGN; STRUCTURAL ANALYSIS;

EID: 35448969626     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.01.027     Document Type: Article

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