Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings

Earthquake Engineering and Structural Dynamics

Volumn 41, Issue 2, 2012, Pages 211-232

  Mazza, Fabio ^a   Vulcano, Alfonso ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Aseismic design; Base isolation; Framed building; Near fault ground motions; Nonlinear modeling; Seismic code

Indexed keywords

BEAMS AND GIRDERS; BUILDING CODES; CODES (SYMBOLS); COMPUTER SIMULATION; CONCRETE BUILDINGS; DAMPING; DYNAMIC RESPONSE; NONMETALLIC BEARINGS; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMOLOGY; STIFFNESS;

ASEISMIC DESIGN; BASE ISOLATION; NEAR FAULT GROUND MOTION; NONLINEAR MODELING; SEISMIC CODE;

STRUCTURAL DESIGN;

DAMPING; DEFORMATION; DYNAMIC RESPONSE; FAULT; GROUND MOTION; LOADING; MULTISTOREY BUILDING; PEAK ACCELERATION; REINFORCED CONCRETE; SEISMIC ISOLATION; STIFFNESS;

EID: 84855864025     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.1126     Document Type: Article

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