Dynamic responses of hysteretic systemsunder two-frequency excitations
碩士 === 國立臺灣科技大學 === 營建工程系 === 97 === Dynamic responses of bi-linear hysteretic systems under two-frequency excitations characterized by a frequency ratio, n, are studied in this thesis. The analytical results show markedly different response characteristics as the excitation parameter n increases f...
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ndltd-TW-097NTUS55120442016-05-02T04:11:40Z http://ndltd.ncl.edu.tw/handle/65323310085600589653 Dynamic responses of hysteretic systemsunder two-frequency excitations 雙線性遲滯系統之雙頻外力反應特性研究 Bo-Siang Yang 楊博翔 碩士 國立臺灣科技大學 營建工程系 97 Dynamic responses of bi-linear hysteretic systems under two-frequency excitations characterized by a frequency ratio, n, are studied in this thesis. The analytical results show markedly different response characteristics as the excitation parameter n increases from unity. The classical beat phenomenon can be found for most cases with an n smaller than 1.1. On the other hand, a two-mode superposition in displacement is obvious when n is closer to an even number. To further explore its engineering implication, the indicated response features are compared based on a steady-state amplitude parameter referring to the Response Amplitude Factor, . An analytical expression of the parameter is first derived for the linear system and is then compared with numerical solutions evaluated for the nonlinear systems. The spectra demonstrate a two-peak response feature that conforms to the external excitation frequencies. The effects of stiffness softening are also clear as evidenced by a left-switch trend in the response peaks as the degree of nonlinearity increases. However, the variation in the peak magnitude is difficult to quantify Ching-Tung Huang 黃慶東 2009 學位論文 ; thesis 117 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程系 === 97 === Dynamic responses of bi-linear hysteretic systems under two-frequency excitations characterized by a frequency ratio, n, are studied in this thesis. The analytical results show markedly different response characteristics as the excitation parameter n increases from unity. The classical beat phenomenon can be found for most cases with an n smaller than 1.1. On the other hand, a two-mode superposition in displacement is obvious when n is closer to an even number. To further explore its engineering implication, the indicated response features are compared based on a steady-state amplitude parameter referring to the Response Amplitude Factor, . An analytical expression of the parameter is first derived for the linear system and is then compared with numerical solutions evaluated for the nonlinear systems. The spectra demonstrate a two-peak response feature that conforms to the external excitation frequencies. The effects of stiffness softening are also clear as evidenced by a left-switch trend in the response peaks as the degree of nonlinearity increases. However, the variation in the peak magnitude is difficult to quantify
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Ching-Tung Huang |
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Ching-Tung Huang Bo-Siang Yang 楊博翔 |
author |
Bo-Siang Yang 楊博翔 |
spellingShingle |
Bo-Siang Yang 楊博翔 Dynamic responses of hysteretic systemsunder two-frequency excitations |
author_sort |
Bo-Siang Yang |
title |
Dynamic responses of hysteretic systemsunder two-frequency excitations |
title_short |
Dynamic responses of hysteretic systemsunder two-frequency excitations |
title_full |
Dynamic responses of hysteretic systemsunder two-frequency excitations |
title_fullStr |
Dynamic responses of hysteretic systemsunder two-frequency excitations |
title_full_unstemmed |
Dynamic responses of hysteretic systemsunder two-frequency excitations |
title_sort |
dynamic responses of hysteretic systemsunder two-frequency excitations |
publishDate |
2009 |
url |
http://ndltd.ncl.edu.tw/handle/65323310085600589653 |
work_keys_str_mv |
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