Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity
This paper expresses the derivation of Free-Free Transverse Beam Model using lateral vibration of beam conventional method during Seismic Activity. Derivation from three mathematical models gives coshβLcosβL = 1. Then by numerical software, the graph of those mathematical models is plotted. From t...
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Canadian Center of Science and Education
2011
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my.utem.eprints.36902021-11-24T16:34:19Z http://eprints.utem.edu.my/id/eprint/3690/ Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity Salim, Mohd Azli Noordin, Aminurrashid Akop, Mohd Zaid TJ Mechanical engineering and machinery This paper expresses the derivation of Free-Free Transverse Beam Model using lateral vibration of beam conventional method during Seismic Activity. Derivation from three mathematical models gives coshβLcosβL = 1. Then by numerical software, the graph of those mathematical models is plotted. From the plots, and using equations, the natural frequencies of those three models are identified at values of 389.5 rad/s, 2440.9 rad/s, and 6825 rad/s for ω respectively. Canadian Center of Science and Education 2011-08 Article PeerReviewed application/pdf en http://eprints.utem.edu.my/id/eprint/3690/1/M.A.Salim_-_JMR.pdf Salim, Mohd Azli and Noordin, Aminurrashid and Akop, Mohd Zaid (2011) Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity. Journal of Mathematics Research, 3 (3). pp. 77-82. ISSN 1916-9795 http://www.ccsenet.org/journal/index.php/jmr |
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TJ Mechanical engineering and machinery Salim, Mohd Azli Noordin, Aminurrashid Akop, Mohd Zaid Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
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This paper expresses the derivation of Free-Free Transverse Beam Model using lateral vibration of beam conventional
method during Seismic Activity. Derivation from three mathematical models gives coshβLcosβL = 1. Then by numerical
software, the graph of those mathematical models is plotted. From the plots, and using equations, the natural frequencies of those three models are identified at values of 389.5 rad/s, 2440.9 rad/s, and 6825 rad/s for ω
respectively.
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format |
Article |
author |
Salim, Mohd Azli Noordin, Aminurrashid Akop, Mohd Zaid |
author_facet |
Salim, Mohd Azli Noordin, Aminurrashid Akop, Mohd Zaid |
author_sort |
Salim, Mohd Azli |
title |
Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
title_short |
Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
title_full |
Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
title_fullStr |
Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
title_full_unstemmed |
Development of a Free-Free Transverse Beam Model Using Lateral Vibrations of Beam Conventional Method during Seismic Activity |
title_sort |
development of a free-free transverse beam model using lateral vibrations of beam conventional method during seismic activity |
publisher |
Canadian Center of Science and Education |
publishDate |
2011 |
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http://eprints.utem.edu.my/id/eprint/3690/1/M.A.Salim_-_JMR.pdf http://eprints.utem.edu.my/id/eprint/3690/ http://www.ccsenet.org/journal/index.php/jmr |
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