SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM

The ground seismic sensors is working basing on the dynamic response of the ground,the ground displacement and acceleration are the results of the propagation of the seismic focus in the crust,it is a complex dynamic problem of comprehensive consideration of the incident wave disturbance and the sei...

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Main Author: ZOU NiXian
Format: Article
Language:zho
Published: Editorial Office of Journal of Mechanical Strength 2015-01-01
Series:Jixie qiangdu
Subjects:
Online Access:http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2015.06.009
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author ZOU NiXian
author_facet ZOU NiXian
author_sort ZOU NiXian
collection DOAJ
description The ground seismic sensors is working basing on the dynamic response of the ground,the ground displacement and acceleration are the results of the propagation of the seismic focus in the crust,it is a complex dynamic problem of comprehensive consideration of the incident wave disturbance and the seismic response of the oscillatory system mechanism which needs to be solved. In this paper,the method of wave function series,the plane wave expansion and Newtonian dynamics equation were used to study the seismic response of the oscillatory system under the disturbance of the out-of-plane incident wave,and the variations of the relative displacement of the mass to the ground along with the disturbance frequency,incident angle are investigated,the numerical results of the given example show that the existence of the phenomenon of sympathy,and accord with the conclusion of vibration mechanics.
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spelling doaj.art-454690cba47e4b59ab8ab1c222e592de2023-08-01T07:41:06ZzhoEditorial Office of Journal of Mechanical StrengthJixie qiangdu1001-96692015-01-01371030103430593104SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORMZOU NiXianThe ground seismic sensors is working basing on the dynamic response of the ground,the ground displacement and acceleration are the results of the propagation of the seismic focus in the crust,it is a complex dynamic problem of comprehensive consideration of the incident wave disturbance and the seismic response of the oscillatory system mechanism which needs to be solved. In this paper,the method of wave function series,the plane wave expansion and Newtonian dynamics equation were used to study the seismic response of the oscillatory system under the disturbance of the out-of-plane incident wave,and the variations of the relative displacement of the mass to the ground along with the disturbance frequency,incident angle are investigated,the numerical results of the given example show that the existence of the phenomenon of sympathy,and accord with the conclusion of vibration mechanics.http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2015.06.009Half-space;Ground oscillatory system;Wave function expansion;Response of vibrator displacement;Stress concentration coefficient.
spellingShingle ZOU NiXian
SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
Jixie qiangdu
Half-space;Ground oscillatory system;Wave function expansion;Response of vibrator displacement;Stress concentration coefficient.
title SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
title_full SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
title_fullStr SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
title_full_unstemmed SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
title_short SEISMIC RESPONSE OF THE OSCILLATORY SYSTEM ON THE GROUND RIGID HALF CIRCULAR PLATFORM
title_sort seismic response of the oscillatory system on the ground rigid half circular platform
topic Half-space;Ground oscillatory system;Wave function expansion;Response of vibrator displacement;Stress concentration coefficient.
url http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2015.06.009
work_keys_str_mv AT zounixian seismicresponseoftheoscillatorysystemonthegroundrigidhalfcircularplatform