Direct displacement-based design of seismically isolated bridges

Bulletin of Earthquake Engineering

Volumn 7, Issue 2, 2009, Pages 391-410

  Cardone, D ^a   Dolce, M ^b   Palermo, G ^a  

^a UNIVERSITY OF BASILICATA   (Italy)

^b DIPARTIMENTO DELLA PROTEZIONE CIVILE   (Italy)

Author keywords

Bridges; Displacement response spectra; Displacement based design; Equivalent viscous damping; Seismic isolation systems

Indexed keywords

CYCLIC BEHAVIOURS; DESIGN PROCEDURES; DIRECT DISPLACEMENT-BASED DESIGNS; DISPLACEMENT RESPONSE SPECTRA; DISPLACEMENT-BASED DESIGN; EQUIVALENT VISCOUS DAMPING; FORCE DISPLACEMENTS; FRICTION PENDULUM BEARINGS; LEAD-RUBBER BEARINGS; LIMIT VALUES; MULTI SPANS; NONLINEAR TIME-HISTORY ANALYSIS; PERFORMANCE LEVELS; RUBBER BEARINGS; SEISMIC ISOLATION SYSTEMS; SHAPE MEMORY ALLOYS; SIMPLY SUPPORTED; SLIDING BEARINGS; STEEL YIELDING; TARGET DISPLACEMENTS; VALIDATION STUDIES; VISCOUS DAMPERS;

ALLOYS; DAMPING; DESIGN; DIELECTRIC DEVICES; EARTHQUAKE RESISTANCE; EARTHQUAKES; FREQUENCY RESPONSE; NONMETALLIC BEARINGS; RUBBER; SEISMIC DESIGN;

BEARINGS (STRUCTURAL);

BRIDGE CONSTRUCTION; CONSTRUCTION MATERIAL; DAMPING; DESIGN METHOD; DISPLACEMENT; FRICTION; SEISMIC DESIGN; SEISMIC ISOLATION;

EID: 65049084908     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-008-9069-2     Document Type: Article

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