Optimum characteristic properties of isolators with bilinear force-displacement hysteresis for seismic protection of bridges built on various site soils

Soil Dynamics and Earthquake Engineering

Volumn 31, Issue 7, 2011, Pages 982-995

  Dicleli, Murat ^a   Karalar, Memduh ^a  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

CHARACTERISTIC PROPERTIES; CLOSED-FORM EQUATIONS; ELASTIC STIFFNESS; FORCE-DISPLACEMENT; GROUND MOTION PARAMETERS; GROUND MOTIONS; IDENTIFIED PARAMETER; LINEAR FUNCTIONS; NON-LINEAR REGRESSION ANALYSIS; NONLINEAR TIME HISTORY ANALYSIS; OPTIMUM VALUE; PEAK GROUND ACCELERATION; SEISMIC ISOLATED BRIDGE; SEISMIC PROTECTION; SOIL CONDITIONS;

REGRESSION ANALYSIS; SEISMOLOGY; SENSITIVITY ANALYSIS; SOILS;

NONLINEAR EQUATIONS;

BRIDGE; DISPLACEMENT; GROUND MOTION; HYSTERESIS; NONLINEARITY; PARAMETERIZATION; PEAK ACCELERATION; REGRESSION ANALYSIS; SEISMIC ISOLATION; SENSITIVITY ANALYSIS; SITE EFFECT; SOIL DYNAMICS; STIFFNESS;

EID: 79955132145     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2011.03.005     Document Type: Article

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