Plastic hinge length of FRP strengthened reinforced concrete columns subjected to both far-fault and near-fault ground motions

Scientia Iranica

Volumn 19, Issue 6, 2012, Pages 1365-1378

  Mortezaei, A ^a   Ronagh, H R ^b  

^a ISLAMIC AZAD UNIVERSITY   (Iran)

^b UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

FRP; Near fault earthquake; Nonlinear dynamic analysis; Plastic hinge length; Strengthening

Indexed keywords

DYNAMICS; EARTHQUAKES; FAULTING; FIBER REINFORCED PLASTICS; STRENGTHENING (METAL);

FIBER REINFORCED POLYMERS; INELASTIC TIME-HISTORY ANALYSIS; LONGITUDINAL REINFORCEMENT; NEAR FAULT GROUND MOTION; NEAR-FAULT EARTHQUAKE; PLASTIC HINGES; REINFORCED CONCRETE COLUMN; STRENGTHENING METHODS;

REINFORCED CONCRETE;

GROUND MOTION; LOADING TEST; PLASTIC DEFORMATION; REINFORCED CONCRETE;

EID: 84871949292     PISSN: 10263098     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.scient.2012.10.010     Document Type: Article

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