Benchmark structural control problem for a seismically excited highway bridge-part III: Phase II sample controller for the fully base-isolated case

Structural Control and Health Monitoring

Volumn 16, Issue 5, 2009, Pages 549-563

  Nagarajaiah, Satish ^a   Narasimhan, Sriram ^b   Agrawal, Anil ^c   Tan, Ping ^d  

^a Rice University   (United States)

^b UNIVERSITY OF WATERLOO   (Canada)

^c CITY COLLEGE OF NEW YORK   (United States)

^d GUANGZHOU UNIVERSITY   (China)

Author keywords

Benchmark problem; Fully base isolated highway bridge; Lead rubber bearings; Lyapunov sample controller; MR dampers

Indexed keywords

BENCHMARK PROBLEM; FULLY BASE-ISOLATED HIGHWAY BRIDGE; LEAD-RUBBER BEARINGS; LYAPUNOV SAMPLE CONTROLLER; MR DAMPERS;

ABUTMENTS (BRIDGE); BEARINGS (STRUCTURAL); BRIDGE DECKS; CONTROLLERS; INTEGRATION; LOCATION; MATLAB; NONLINEAR ANALYSIS; NONMETALLIC BEARINGS; PHASE INTERFACES; RUBBER; STREAM FLOW; STRUCTURAL DYNAMICS;

HIGHWAY BRIDGES;

EID: 68649122143     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.293     Document Type: Article

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