Response of Free Vibration of Dynamical Systems with Fractional Derivatives

碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === This study presents a fundamental solution based on the Laplace transform method for a dynamical system with fractional derivatives. The system being investigated is a typical spring-mass system with an additional fractional order damping. This study also obser...

Full description

Bibliographic Details
Main Authors: Chun-Chieh Yu, 游竣傑
Other Authors: Ching-Tung Hung
Format: Others
Language:zh-TW
Published: 2016
Online Access:http://ndltd.ncl.edu.tw/handle/53443783416385973945
id ndltd-TW-104NTUS5512056
record_format oai_dc
spelling ndltd-TW-104NTUS55120562017-09-17T04:24:31Z http://ndltd.ncl.edu.tw/handle/53443783416385973945 Response of Free Vibration of Dynamical Systems with Fractional Derivatives 分數階微分系統自由振盪反應解析 Chun-Chieh Yu 游竣傑 碩士 國立臺灣科技大學 營建工程系 104 This study presents a fundamental solution based on the Laplace transform method for a dynamical system with fractional derivatives. The system being investigated is a typical spring-mass system with an additional fractional order damping. This study also observes the response variations by changing the coefficient and the order of fractional derivatives, and the damping ratio parameter. The Caputo fractional derivative is assumed with an order α satisfying 0<α<1. The results show that the displacement responses exhibit ossillatory behavier with amplitude decaying over time. The displacement ultimately reaches zero in a smooth form. Addition to the displacement response, the associated velocity response is also presented. Where a similarly decayed ossillatory response type is observed. Ching-Tung Hung 黃慶東 2016 學位論文 ; thesis 70 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === This study presents a fundamental solution based on the Laplace transform method for a dynamical system with fractional derivatives. The system being investigated is a typical spring-mass system with an additional fractional order damping. This study also observes the response variations by changing the coefficient and the order of fractional derivatives, and the damping ratio parameter. The Caputo fractional derivative is assumed with an order α satisfying 0<α<1. The results show that the displacement responses exhibit ossillatory behavier with amplitude decaying over time. The displacement ultimately reaches zero in a smooth form. Addition to the displacement response, the associated velocity response is also presented. Where a similarly decayed ossillatory response type is observed.
author2 Ching-Tung Hung
author_facet Ching-Tung Hung
Chun-Chieh Yu
游竣傑
author Chun-Chieh Yu
游竣傑
spellingShingle Chun-Chieh Yu
游竣傑
Response of Free Vibration of Dynamical Systems with Fractional Derivatives
author_sort Chun-Chieh Yu
title Response of Free Vibration of Dynamical Systems with Fractional Derivatives
title_short Response of Free Vibration of Dynamical Systems with Fractional Derivatives
title_full Response of Free Vibration of Dynamical Systems with Fractional Derivatives
title_fullStr Response of Free Vibration of Dynamical Systems with Fractional Derivatives
title_full_unstemmed Response of Free Vibration of Dynamical Systems with Fractional Derivatives
title_sort response of free vibration of dynamical systems with fractional derivatives
publishDate 2016
url http://ndltd.ncl.edu.tw/handle/53443783416385973945
work_keys_str_mv AT chunchiehyu responseoffreevibrationofdynamicalsystemswithfractionalderivatives
AT yóujùnjié responseoffreevibrationofdynamicalsystemswithfractionalderivatives
AT chunchiehyu fēnshùjiēwēifēnxìtǒngzìyóuzhèndàngfǎnyīngjiěxī
AT yóujùnjié fēnshùjiēwēifēnxìtǒngzìyóuzhèndàngfǎnyīngjiěxī
_version_ 1718537995895701504