Influence of hysteretic dampers on the seismic response of reinforced concrete wide beam-column connections

Engineering Structures

Volumn 28, Issue 4, 2006, Pages 580-592

  Benavent Climent, A ^a  

^a UNIVERSITY OF GRANADA   (Spain)

Author keywords

Shaking table test; Ultimate energy dissipation capacity; Wide beam column connection

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; DAMPING; EARTHQUAKE RESISTANCE; ELASTICITY; ENERGY DISSIPATION; HYSTERESIS; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL FRAMES;

BRACE DAMPERS; REINFORCED CONCRETE MOMENT RESISTING FRAMES; SHAKING TABLE TEST; ULTIMATE ENERGY DISSIPATION CAPACITY; WIDE BEAM-COLUMN CONNECTION;

CONCRETE CONSTRUCTION;

EARTHQUAKE ENGINEERING; REINFORCED CONCRETE; SEISMIC RESPONSE;

EID: 30344456731     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.09.013     Document Type: Article

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