Shear failure and ductility of RC columns after yielding of main reinforcement

Engineering Fracture Mechanics

Volumn 65, Issue 2-3, 2000, Pages 335-368

  Maekawa, Koichi ^a   An, Xuehui ^b  

^a UNIVERSITY OF TOKYO   (Japan)

^b Tokyo Electric Power Services Co   (Japan)

Author keywords

Diagonal crack; Ductility; FEM; RC column; Shear failure

Indexed keywords

BRIDGE PIERS; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CRACK INITIATION; DUCTILITY; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SHEAR DEFORMATION; SHEAR STRESS;

REINFORCED CONCRETE COLUMNS; SEISMIC RESISTANT DESIGN; SHEAR FAILURE;

FAILURE (MECHANICAL);

CONCRETE STRUCTURE; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; KOBE EARTHQUAKE 1995; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

JAPAN;

EID: 0033995494     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7944(99)00119-8     Document Type: Conference Paper

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