Design of an active controller for Quincy Bayview Bridge, Illinois, U.S.A., against seismic excitation - Part I: Model updating

Structural Control and Health Monitoring

Volumn 15, Issue 8, 2008, Pages 1057-1077

  Dutta, Atanu Kumar ^a   Dutta, Anjan ^a   Deb, Sajal Kanti ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY GUWAHATI   (India)

Author keywords

Catenary element; Dead load deformed structure; Kinematic constraint; Non linear static; P effect

Indexed keywords

BRIDGE CABLES; BRIDGE DECKS; CABLE STAYED BRIDGES; CABLES; CONTROL SYSTEM ANALYSIS; CONTROL THEORY; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; SEISMIC DESIGN; SEISMOLOGY; TRUSSES;

ACTIVE CONTROL STRATEGIES; BEARING ELEMENTS; CATENARY ELEMENT; CATENARY ELEMENTS; CONSTRAINT EQUATIONS; DEAD-LOAD-DEFORMED STRUCTURE; DEFORMED SHAPES; EQUIVALENT TRUSS ELEMENTS; FINITE ELEMENT MODELS; KINEMATIC CONSTRAINT; LARGE AXIAL FORCES; LINEAR DYNAMIC ANALYSIS; MODAL CHARACTERISTICS; MODEL UPDATING; NON-LINEAR STATIC; NONLINEAR STATIC ANALYSIS; NUMERICALLY STABLES; QUINCY BAYVIEW BRIDGE , ILLINOISES; RIGID LINKS; SEISMIC EXCITATIONS; STAY CABLES; UPDATED MODELS; WITH OR WITHOUT;

THREE DIMENSIONAL;

EID: 56849101766     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.232     Document Type: Article

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