Influence of Flexible Foundation on Isolator Wave Effects

This article deals with the interaction between wave effects in mounts and resonances of foundations inflexible vibration isolation systems. A new model is proposed that is represented as a rigid mass supported by two linear unidirectional isolators on a flexible foundation beam, whose closed-form s...

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Main Authors: Ye-Ping Xiong, Kong-Jie Song, Xing Ai
Format: Article
Language:English
Published: Wiley 1996-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.3233/SAV-1996-3107
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author Ye-Ping Xiong
Kong-Jie Song
Xing Ai
author_facet Ye-Ping Xiong
Kong-Jie Song
Xing Ai
author_sort Ye-Ping Xiong
collection DOAJ
description This article deals with the interaction between wave effects in mounts and resonances of foundations inflexible vibration isolation systems. A new model is proposed that is represented as a rigid mass supported by two linear unidirectional isolators on a flexible foundation beam, whose closed-form solutions for transmissibility and response ratio are then obtained, with which the influence of wave effects coupled with the flexibility of the foundation on the effectiveness of isolation is discussed. The wave effects on flexible isolation systems are analyzed under various parametric conditions and compared with those in rigid systems. In addition, several special cases are presented to show the transition between various limiting cases. Some approaches to control wave effects are also proposed.
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institution DOAJ
issn 1070-9622
1875-9203
language English
publishDate 1996-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-b3ee12f06adc4ec493f0817971d1de2b2025-08-20T03:20:51ZengWileyShock and Vibration1070-96221875-92031996-01-0131616710.3233/SAV-1996-3107Influence of Flexible Foundation on Isolator Wave EffectsYe-Ping Xiong0Kong-Jie Song1Xing Ai2Department of Mechanical Engineering, Shandong University of Technology, Jinan, 250014, ChinaDepartment of Mechanical Engineering, Shandong University of Technology, Jinan, 250014, ChinaDepartment of Mechanical Engineering, Shandong University of Technology, Jinan, 250014, ChinaThis article deals with the interaction between wave effects in mounts and resonances of foundations inflexible vibration isolation systems. A new model is proposed that is represented as a rigid mass supported by two linear unidirectional isolators on a flexible foundation beam, whose closed-form solutions for transmissibility and response ratio are then obtained, with which the influence of wave effects coupled with the flexibility of the foundation on the effectiveness of isolation is discussed. The wave effects on flexible isolation systems are analyzed under various parametric conditions and compared with those in rigid systems. In addition, several special cases are presented to show the transition between various limiting cases. Some approaches to control wave effects are also proposed.http://dx.doi.org/10.3233/SAV-1996-3107
spellingShingle Ye-Ping Xiong
Kong-Jie Song
Xing Ai
Influence of Flexible Foundation on Isolator Wave Effects
Shock and Vibration
title Influence of Flexible Foundation on Isolator Wave Effects
title_full Influence of Flexible Foundation on Isolator Wave Effects
title_fullStr Influence of Flexible Foundation on Isolator Wave Effects
title_full_unstemmed Influence of Flexible Foundation on Isolator Wave Effects
title_short Influence of Flexible Foundation on Isolator Wave Effects
title_sort influence of flexible foundation on isolator wave effects
url http://dx.doi.org/10.3233/SAV-1996-3107
work_keys_str_mv AT yepingxiong influenceofflexiblefoundationonisolatorwaveeffects
AT kongjiesong influenceofflexiblefoundationonisolatorwaveeffects
AT xingai influenceofflexiblefoundationonisolatorwaveeffects