Ultimate chord rotation of RC columns with smooth bars: Some considerations about EC8 prescriptions

Bulletin of Earthquake Engineering

Volumn 8, Issue 6, 2010, Pages 1351-1373

  Verderame, Gerardo M ^a   Ricci, Paolo ^a   Manfredi, Gaetano ^a   Cosenza, Edoardo ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Existing RC building; Lapping; Non conforming; Seismic assessment; Smooth bars; Ultimate capacity

Indexed keywords

NON-CONFORMING; RC BUILDINGS; SEISMIC ASSESSMENT; SMOOTH BARS; ULTIMATE CAPACITY;

CONCRETE BUILDINGS; DEFORMATION; REINFORCED CONCRETE; ROTATION; SEISMOLOGY; STEEL BEAMS AND GIRDERS;

LAPPING;

BUILDING; DATABASE; DEFORMATION MECHANISM; EMPIRICAL ANALYSIS; EXPERIMENTAL STUDY; HAZARD ASSESSMENT; MECHANICAL PROPERTY; REINFORCED CONCRETE; SEISMIC HAZARD; TYPOLOGY;

EID: 78650075738     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-010-9190-x     Document Type: Article

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