Vibration analysis of a beam with locally distributed viscous damping

碩士 === 國立臺北科技大學 === 製造科技研究所 === 94 === In this study, based on conceive of Clough, the equation of motion of the Timoshenko beam with the internal viscous damping is derived by using energy principle. Using the Transfer Matrix Method, the characteristic of the system are determined. The cases of the...

Full description

Bibliographic Details
Main Authors: Jia-Hau Tsau, 曹家豪
Other Authors: 蔡定江
Format: Others
Language:zh-TW
Published: 2006
Online Access:http://ndltd.ncl.edu.tw/handle/245qf7
id ndltd-TW-094TIT05621008
record_format oai_dc
spelling ndltd-TW-094TIT056210082019-06-27T05:08:59Z http://ndltd.ncl.edu.tw/handle/245qf7 Vibration analysis of a beam with locally distributed viscous damping 具局部黏滯阻尼樑之振動分析 Jia-Hau Tsau 曹家豪 碩士 國立臺北科技大學 製造科技研究所 94 In this study, based on conceive of Clough, the equation of motion of the Timoshenko beam with the internal viscous damping is derived by using energy principle. Using the Transfer Matrix Method, the characteristic of the system are determined. The cases of the beam with local internal viscous damping are also studied. From the numerical calculation, when the internal viscous damping distributed in the whole beam, the free vibration natural frequency decrease with the damp increase and a critical damping is accordingly appeared. The force vibration response also decreases with the damp. If the damp distributed locally, the characteristic of the system vary with the length and position of the damped section. The optimal location of the damped section, for minimizing the vibration response, is also estimated in present study for a beam. 蔡定江 2006 學位論文 ; thesis 62 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立臺北科技大學 === 製造科技研究所 === 94 === In this study, based on conceive of Clough, the equation of motion of the Timoshenko beam with the internal viscous damping is derived by using energy principle. Using the Transfer Matrix Method, the characteristic of the system are determined. The cases of the beam with local internal viscous damping are also studied. From the numerical calculation, when the internal viscous damping distributed in the whole beam, the free vibration natural frequency decrease with the damp increase and a critical damping is accordingly appeared. The force vibration response also decreases with the damp. If the damp distributed locally, the characteristic of the system vary with the length and position of the damped section. The optimal location of the damped section, for minimizing the vibration response, is also estimated in present study for a beam.
author2 蔡定江
author_facet 蔡定江
Jia-Hau Tsau
曹家豪
author Jia-Hau Tsau
曹家豪
spellingShingle Jia-Hau Tsau
曹家豪
Vibration analysis of a beam with locally distributed viscous damping
author_sort Jia-Hau Tsau
title Vibration analysis of a beam with locally distributed viscous damping
title_short Vibration analysis of a beam with locally distributed viscous damping
title_full Vibration analysis of a beam with locally distributed viscous damping
title_fullStr Vibration analysis of a beam with locally distributed viscous damping
title_full_unstemmed Vibration analysis of a beam with locally distributed viscous damping
title_sort vibration analysis of a beam with locally distributed viscous damping
publishDate 2006
url http://ndltd.ncl.edu.tw/handle/245qf7
work_keys_str_mv AT jiahautsau vibrationanalysisofabeamwithlocallydistributedviscousdamping
AT cáojiāháo vibrationanalysisofabeamwithlocallydistributedviscousdamping
AT jiahautsau jùjúbùniánzhìzǔníliángzhīzhèndòngfēnxī
AT cáojiāháo jùjúbùniánzhìzǔníliángzhīzhèndòngfēnxī
_version_ 1719209868509839360