Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes

Journal of Earthquake Engineering

Volumn 13, Issue 5, 2009, Pages 690-715

  Mazza, Fabio ^a   Vulcano, Alfonso ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Aseismic design; Base isolation; Building; Damping; Near fault earthquakes; Reinforced concrete; Seismic code

Indexed keywords

ACCELEROGRAMS; ASEISMIC DESIGN; BASE-ISOLATED STRUCTURES; BASE-ISOLATION; BILINEAR MODELS; EUROCODE 8; FREQUENCY CONTENTS; GENERATED ACCELEROGRAMS; ISOLATION SYSTEMS; LINEAR MODEL; MULTI DEGREE-OF-FREEDOM; NEAR-FAULT; NEAR-FAULT EARTHQUAKE; NEAR-FAULT EARTHQUAKES; NON-LINEAR RESPONSE; NON-STRUCTURAL DAMAGE; NONLINEAR SEISMIC RESPONSE; NUMERICAL INVESTIGATIONS; RESPONSE SPECTRA; RUBBER BEARING; SEISMIC CODE; SEISMIC INPUT; SEISMIC REGIONS; SOFT SOILS; SUPPLEMENTAL VISCOUS DAMPERS; SUPPLEMENTAL VISCOUS DAMPING;

BEARINGS (STRUCTURAL); BUILDING MATERIALS; CONCRETE BUILDINGS; DAMPING; EARTHQUAKE RESISTANCE; EARTHQUAKES; NONMETALLIC BEARINGS; REINFORCED CONCRETE; SOILS; STRUCTURAL ANALYSIS;

SEISMIC DESIGN;

EID: 70349260184     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460802632302     Document Type: Article

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