Interior wide beam-column connections in existing RC frames subjected to lateral earthquake loading

Bulletin of Earthquake Engineering

Volumn 8, Issue 2, 2010, Pages 401-420

  Benavent Climent, A ^a   Cahis X ^b   Vico, J M ^a  

^a UNIVERSITY OF GRANADA   (Spain)

^b UNIVERSITY OF GIRONA   (Spain)

Author keywords

Ductility; Energy dissipation; Existing frames; Transverse beam; Wide beam column

Indexed keywords

BENDING CAPACITY; CONSTRUCTION PRACTICE; CYCLIC DISPLACEMENTS; DISPLACEMENT DUCTILITY; DRIFT RATIO; EARTHQUAKE LOADINGS; GRAVITY LOADING; HYSTERETIC LOOP; LONGITUDINAL BARS; LONGITUDINAL REINFORCEMENT; MEDITERRANEAN AREAS; PLASTIC HINGES; RC FRAMES; SEISMIC PERFORMANCE; SIMPLE APPROACH; TOTAL PLASTIC STRAIN; TRANSVERSE BEAM; TRANSVERSE BEAMS; ULTIMATE ENERGY DISSIPATION CAPACITY; WEAK BEAMS; WIDE BEAM; WIDE BEAM-COLUMN CONNECTION; YIELD DISPLACEMENT; YIELD LOAD; YIELDING MECHANISMS;

DUCTILITY; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; REINFORCEMENT; SEISMIC WAVES; SEISMOLOGY;

CONCRETE BEAMS AND GIRDERS;

BENDING; DUCTILITY; ENERGY DISSIPATION; FLEXURE; LOADING; MEDITERRANEAN ENVIRONMENT; PLASTIC DEFORMATION; REINFORCED CONCRETE; REINFORCEMENT; SEISMIC RESPONSE; STRUCTURAL RESPONSE; TORSION;

EID: 77952877495     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-009-9144-3     Document Type: Article

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