A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness
In this paper, a method for analyzing the dynamic response of a structural system with variable mass, damping and stiffness is first presented. The dynamic equations of the structural system with variable mass and stiffness are derived according to the whole working process of a bridge bucket unload...
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Format: | Article |
Language: | English |
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Wiley
2001-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2001/250136 |
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author | Mike D.R. Zhang Huanchun Sun Yaxin Song |
author_facet | Mike D.R. Zhang Huanchun Sun Yaxin Song |
author_sort | Mike D.R. Zhang |
collection | DOAJ |
description | In this paper, a method for analyzing the dynamic response of a structural system with variable mass, damping and stiffness is first presented. The dynamic equations of the structural system with variable mass and stiffness are derived according to the whole working process of a bridge bucket unloader. At the end of the paper, an engineering numerical example is given. |
format | Article |
id | doaj-art-20a4da3d5e844d84b6b820b286d3ec86 |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2001-01-01 |
publisher | Wiley |
record_format | Article |
series | Shock and Vibration |
spelling | doaj-art-20a4da3d5e844d84b6b820b286d3ec862025-02-03T01:02:41ZengWileyShock and Vibration1070-96221875-92032001-01-0182859410.1155/2001/250136A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and StiffnessMike D.R. Zhang0Huanchun Sun1Yaxin Song2Casper, Phillips & Associates, Tacoma, WA, USADalian University of Technology, Department of Engineering Mechanics, Dalian University of Technology, Dalian, Liaoning, ChinaShanghai Tong Ji University, Shanghai, ChinaIn this paper, a method for analyzing the dynamic response of a structural system with variable mass, damping and stiffness is first presented. The dynamic equations of the structural system with variable mass and stiffness are derived according to the whole working process of a bridge bucket unloader. At the end of the paper, an engineering numerical example is given.http://dx.doi.org/10.1155/2001/250136 |
spellingShingle | Mike D.R. Zhang Huanchun Sun Yaxin Song A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness Shock and Vibration |
title | A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness |
title_full | A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness |
title_fullStr | A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness |
title_full_unstemmed | A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness |
title_short | A Method for Analyzing the Dynamic Response of a Structural System with Variable Mass, Damping and Stiffness |
title_sort | method for analyzing the dynamic response of a structural system with variable mass damping and stiffness |
url | http://dx.doi.org/10.1155/2001/250136 |
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