Response of pendulums to complex input ground motion

Soil Dynamics and Earthquake Engineering

Volumn 28, Issue 8, 2008, Pages 621-631

  Graizer, Vladimir ^a   Kalkan, Erol ^a  

^a CALIFORNIA GEOLOGICAL SURVEY   (United States)

Author keywords

Bridge pier; Pendulum; Rotation; Seismometry; Single degree of freedom; Tilt

Indexed keywords

ACCELERATION; BRIDGE PIERS; DEGREES OF FREEDOM (MECHANICS); EQUATIONS OF MOTION; SEISMOGRAPHS;

GROUND MOTION; SINGLE-DEGREE-OF-FREEDOM; TIME-DEPENDENT VARIATIONS;

SEISMOLOGY;

ACCELEROMETER; DYNAMIC RESPONSE; GEOTECHNICAL ENGINEERING; GROUND MOTION; LOADING; OSCILLATION; SEISMOLOGY; SHAKING TABLE TEST; STRONG MOTION; TIME DEPENDENT BEHAVIOR;

EID: 42949088420     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.09.003     Document Type: Article

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