Rotations in a shear-beam model of a seven-story building caused by nonlinear waves during earthquake excitation

Structural Control and Health Monitoring

Volumn 16, Issue 4, 2009, Pages 460-482

  Gicev V ^a   Trifunac, M D ^b  

^a Republic of Macedonia ^*  (Macedonia)

^b University of Southern California   (United States)

Author keywords

Detection of damage by earthquakes; Impacts and explosions; Real time recording of rotations induced by nonlinear waves; Structural health monitoring

Indexed keywords

BEAM MODEL; BUILDING HEIGHT; DETECTION OF DAMAGE BY EARTHQUAKES; DRIFT ANGLE; EARTHQUAKE EXCITATION; FLOOR SLABS; FULL-SCALE STRUCTURES; HEALTH MONITORING; IMPACTS AND EXPLOSIONS; LINEAR MATERIAL PROPERTIES; LOCAL STRAINS; NONLINEAR DEFORMATIONS; NONLINEAR PROPERTIES; NONLINEAR WAVES; NORTHRIDGE EARTHQUAKES; REAL TIME; REAL-TIME RECORDING OF ROTATIONS INDUCED BY NONLINEAR WAVES; ROTATIONAL WAVES; SLOW WAVE; STRONG MOTION; TRANSIENT FORCES;

BUILDING MATERIALS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DAMAGE DETECTION; DEFORMATION; EARTHQUAKES; FLOORS; HEALTH; REINFORCED CONCRETE; ROTATION; SHEAR WAVES; STRUCTURES (BUILT OBJECTS); WAVES;

STRUCTURAL HEALTH MONITORING;

EID: 67049144602     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.264     Document Type: Article

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