Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns

Engineering Structures

Volumn 31, Issue 12, 2009, Pages 2896-2908

  Pam, H J ^a   Ho, J C M ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Column; Critical region length; Curvature; High strength concrete; Limited ductility

Indexed keywords

COLUMN; CRITICAL REGION LENGTH; CURVATURE; HIGH-STRENGTH CONCRETE; LIMITED DUCTILITY;

BUILDING MATERIALS; COLUMNS (STRUCTURAL); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMOLOGY;

DUCTILITY;

COLUMN; CONCRETE STRUCTURE; CURVATURE; DEFORMATION; DUCTILITY; EARTHQUAKE ENGINEERING; EXPERIMENTAL STUDY; REINFORCED CONCRETE; SEISMIC DESIGN; STEEL STRUCTURE;

ASIA; AUSTRALASIA; CHINA; EURASIA; FAR EAST; JAPAN; NEW ZEALAND;

EID: 70449526206     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.07.015     Document Type: Article

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