﻿<?xml version="1.0" encoding="UTF-8"?>
<records>
  <record>
    <language>eng</language>
    <publisher>Science and Education Publishing</publisher>
    <journalTitle>American Journal of Mechanical Engineering</journalTitle>
    <publicationDate>2014-11-07</publicationDate>
    <volume>2</volume>
    <issue>7</issue>
    <startPage>265</startPage>
    <endPage>269</endPage>
    <doi>10.12691/ajme-2-7-19</doi>
    <publisherRecordId>AJME20142719</publisherRecordId>
    <documentType>article</documentType>
    <title language="eng">Modal Analysis of Axially Symmetric Structure</title>
    <authors>
      <author>
        <name>Pavol Lengvarsky</name>
        <email>pavol.lengvarsky@tuke.sk</email>
        <affiliationId>1</affiliationId>
      </author>
      <author>
        <name>Martin Hagara</name>
        <affiliationId>1</affiliationId>
      </author>
      <author>
        <name>Martin Schr?tter</name>
        <affiliationId>1</affiliationId>
      </author>
      <author>
        <name>Jozef Bocko</name>
        <affiliationId>1</affiliationId>
      </author>
    </authors>
    <affiliationsList>
      <affiliationName affiliationId="1">Department of Applied Mechanics and Mechanical Engineering, Technical University of Košice, Faculty of Mechanical Engineering, Slovakia</affiliationName>
    </affiliationsList>
    <abstract language="eng">There is described the identification of coupled modes of axially symmetric structure in this paper. The stiff pipe with free-free boundary conditions was chosen as an investigated specimen. Two different experimental modal analysis approaches were performed and their results were compared with numerical methods.</abstract>
    <fullTextUrl format="pdf">http://pubs.sciepub.com/ajme/2/7/19/ajme-2-7-19.pdf</fullTextUrl>
    <keywords language="eng">
      <keyword>experimental modal analysis</keyword>
      <keyword>coupled modes</keyword>
      <keyword>axially symmetric structure</keyword>
    </keywords>
  </record>
</records>