A unified approach for the free vibrations of a beam carrying various concentrated elements

碩士 === 國立成功大學 === 系統及船舶機電工程學系碩博士班 === 93 === The purpose of this paper is to use a unified approach to solve the free vibrations of uniform(or non-uniform)single-span(or multi-span) beam carrying various concentrated elements. The concentrated elements include the concentrated mass and the correspon...

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Main Authors: Yu-Jen Yang, 楊育任
Other Authors: Jong-Shyong Wu
Format: Others
Language:zh-TW
Published: 2005
Online Access:http://ndltd.ncl.edu.tw/handle/75059328273426495895
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spelling ndltd-TW-093NCKU53450162017-06-04T04:40:15Z http://ndltd.ncl.edu.tw/handle/75059328273426495895 A unified approach for the free vibrations of a beam carrying various concentrated elements 攜帶多種集中元素之樑自由振動的統一分析法 Yu-Jen Yang 楊育任 碩士 國立成功大學 系統及船舶機電工程學系碩博士班 93 The purpose of this paper is to use a unified approach to solve the free vibrations of uniform(or non-uniform)single-span(or multi-span) beam carrying various concentrated elements. The concentrated elements include the concentrated mass and the corresponding translational and rotational spings. In order to achieve the goal, consider a beam made up of different but uniform sections. Between the next two sections, we connect them with one node carrying the three concentrated elements. For the reason, we can just only change the section areas of every beam segment, and the situations of concentrated elements on every node to build various boundary conditions. Then we can take these math models to free vibration analysis. Jong-Shyong Wu 吳重雄 2005 學位論文 ; thesis 47 zh-TW
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language zh-TW
format Others
sources NDLTD
description 碩士 === 國立成功大學 === 系統及船舶機電工程學系碩博士班 === 93 === The purpose of this paper is to use a unified approach to solve the free vibrations of uniform(or non-uniform)single-span(or multi-span) beam carrying various concentrated elements. The concentrated elements include the concentrated mass and the corresponding translational and rotational spings. In order to achieve the goal, consider a beam made up of different but uniform sections. Between the next two sections, we connect them with one node carrying the three concentrated elements. For the reason, we can just only change the section areas of every beam segment, and the situations of concentrated elements on every node to build various boundary conditions. Then we can take these math models to free vibration analysis.
author2 Jong-Shyong Wu
author_facet Jong-Shyong Wu
Yu-Jen Yang
楊育任
author Yu-Jen Yang
楊育任
spellingShingle Yu-Jen Yang
楊育任
A unified approach for the free vibrations of a beam carrying various concentrated elements
author_sort Yu-Jen Yang
title A unified approach for the free vibrations of a beam carrying various concentrated elements
title_short A unified approach for the free vibrations of a beam carrying various concentrated elements
title_full A unified approach for the free vibrations of a beam carrying various concentrated elements
title_fullStr A unified approach for the free vibrations of a beam carrying various concentrated elements
title_full_unstemmed A unified approach for the free vibrations of a beam carrying various concentrated elements
title_sort unified approach for the free vibrations of a beam carrying various concentrated elements
publishDate 2005
url http://ndltd.ncl.edu.tw/handle/75059328273426495895
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