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Article: Free vibration and buckling analysis of plates by the negative stiffness method
Title | Free vibration and buckling analysis of plates by the negative stiffness method |
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Authors | |
Issue Date | 1986 |
Publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc |
Citation | Computers And Structures, 1986, v. 22 n. 4, p. 687-692 How to Cite? |
Abstract | The problem of vibration and stability analysis of plates with abrupt change of thickness or with cutouts can be conveniently treated by the negative stiffness method, using the higher-order Mindlin plate element as the basic element. The method is simple and yet versatile, and its accuracy was fully tested against a number of numerical examples. © 1986. |
Persistent Identifier | http://hdl.handle.net/10722/149882 |
ISSN | 2023 Impact Factor: 4.4 2023 SCImago Journal Rankings: 1.274 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Tham, LG | en_US |
dc.contributor.author | Chan, AHC | en_US |
dc.contributor.author | Cheung, YK | en_US |
dc.date.accessioned | 2012-06-26T06:00:20Z | - |
dc.date.available | 2012-06-26T06:00:20Z | - |
dc.date.issued | 1986 | en_US |
dc.identifier.citation | Computers And Structures, 1986, v. 22 n. 4, p. 687-692 | en_US |
dc.identifier.issn | 0045-7949 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/149882 | - |
dc.description.abstract | The problem of vibration and stability analysis of plates with abrupt change of thickness or with cutouts can be conveniently treated by the negative stiffness method, using the higher-order Mindlin plate element as the basic element. The method is simple and yet versatile, and its accuracy was fully tested against a number of numerical examples. © 1986. | en_US |
dc.language | eng | en_US |
dc.publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc | en_US |
dc.relation.ispartof | Computers and Structures | en_US |
dc.title | Free vibration and buckling analysis of plates by the negative stiffness method | en_US |
dc.type | Article | en_US |
dc.identifier.email | Tham, LG:hrectlg@hkucc.hku.hk | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Tham, LG=rp00176 | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0022529876 | en_US |
dc.identifier.volume | 22 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.spage | 687 | en_US |
dc.identifier.epage | 692 | en_US |
dc.identifier.isi | WOS:A1986A265200022 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Tham, LG=7006213628 | en_US |
dc.identifier.scopusauthorid | Chan, AHC=37019603800 | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.issnl | 0045-7949 | - |