Steady state rocking response of rigid blocks part 2: Experiment
作者:
C. M. Wong,
W. K. Tso,
期刊:
Earthquake Engineering&Structural Dynamics
(WILEY Available online 1989)
卷期:
Volume 18,
issue 1
页码: 107-120
ISSN:0098-8847
年代: 1989
DOI:10.1002/eqe.4290180110
出版商: John Wiley&Sons, Ltd
数据来源: WILEY
摘要:
AbstractThe results of an experimental investigation on the rocking response of rigid blocks subjected to sinusoidal base motion is presented. It is shown that two common types of steady state response are harmonic and 1/3 subharmonic response. The measured steady state response amplitudes correlate well with theoretical predictions for both harmonic and 1/3 subharmonic responses. Within each type of steady state response, theoretical studies show that the system may respond in either a symmetric or an unsymmetric mode. A symmetric mode denotes that the block oscillates about a mean zero position while an unsymmetric mode implies the mean position of oscillation is at an inclined position. One form of unsymmetric response was observed in the experiment. In addition, almost periodic responses were also observed in the experiment, although their existence has not been reported in theoretical studies.
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