Cyclic response of slender RC columns typical of precast industrial buildings

Bulletin of Earthquake Engineering

Volumn 6, Issue 3, 2008, Pages 519-534

  Fischinger, Matej ^a   Kramar, Miha ^a   Isaković, Tatjana ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

Cyclic behaviour; Drift capacity; Full scale experiment; Lumped plasticity model; Near collapse behaviour; Precast concrete structures; Seismic response; Shear span ratio; Slender RC columns; Strength deterioration

Indexed keywords

BEAMS AND GIRDERS; BUILDINGS; DEFORMATION; ELASTICITY; MODAL ANALYSIS; OFFICE BUILDINGS; PLASTICITY; PLASTICS; RISK ASSESSMENT; SEISMIC DESIGN; SHEARING MACHINES; STEEL STRUCTURES;

BUSINESS MEDIA; CYCLIC BEHAVIOUR; CYCLIC LOADING CONDITIONS; CYCLIC RESPONSES; EQUIVALENT LENGTH; EUROCODE 8; FLEXURAL MODES; FRAME STRUCTURES; FULL SCALE MODELLING; INDUSTRIAL BUILDINGS; LARGE DEFORMATIONS; PERFORMANCE BASED DESIGN (PBD); PLASTIC HINGING; PLASTICITY MODELLING; PRECAST; REINFORCED CONCRETE (RC) COLUMNS; SEISMIC RISKS; SHEAR SPAN; SHEAR SPAN RATIOS; SLENDER COLUMNS; SPRINGER (CO); STRENGTH DETERIORATION;

COLUMNS (STRUCTURAL);

BUILDING; CONCRETE STRUCTURE; CYCLIC LOADING; DEFORMATION; MODELING; PLASTICITY; SEISMIC RESPONSE;

EID: 47949085794     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-008-9064-7     Document Type: Article

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