Influence of soil-structure interaction on the response of seismically isolated cable-stayed bridge

Soil Dynamics and Earthquake Engineering

Volumn 28, Issue 4, 2008, Pages 245-257

  Soneji, B B ^a   Jangid, R S ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

Author keywords

Cable stayed bridge; Earthquake; Isolation system; Nonlinear springs; Pile group; Soil structure interaction

Indexed keywords

BEAMS AND GIRDERS; BRIDGE BEARINGS; CABLE STAYED BRIDGES; EARTHQUAKES; INTEGRATION; PILES; SEISMIC DESIGN; SOIL STRUCTURE INTERACTIONS;

ISOLATION SYSTEM; NONLINEAR SPRINGS; WINKLER FOUNDATION;

SEISMIC RESPONSE;

BRIDGE; DAMPING; DISPLACEMENT; DYNAMIC RESPONSE; HYSTERESIS; PILE RESPONSE; RESPONSE ANALYSIS; SEISMIC DESIGN; SEISMIC ISOLATION; SEISMIC RESPONSE; SEISMOLOGY; SOIL-STRUCTURE INTERACTION; STRUCTURAL ANALYSIS; WINKLER FOUNDATION;

EID: 38149118004     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.06.005     Document Type: Article

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