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Article: Approximate frequency analysis of shear wall frame structures
Title | Approximate frequency analysis of shear wall frame structures |
---|---|
Authors | |
Issue Date | 1978 |
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922 |
Citation | Earthquake Engineering and Structural Dynamics, 1978, v. 6 n. 2, p. 221-229 How to Cite? |
Abstract | The finite strip method is used to determine the natural frequencies of shear wall frame buildings. The structure can be modelled in two different ways. In the first approach both the shear walls and the frames are idealized simply as an assemblage of finite strips varying thicknesses with given or computed properties, while in the second approach the shear walls are still idealized as a series of finite strips, but the frames are regarded as a number of long columns which are interconnected with each other or with finite strips through the horizontal beams. Numerical results obtained from both models indicate good agreement with finite element solutions. The proposed models can be applied to a wide range of shear wall frame assemblies and are therefore more versatile than most existing models. 14 refs. |
Persistent Identifier | http://hdl.handle.net/10722/149827 |
ISSN | 2023 Impact Factor: 4.3 2023 SCImago Journal Rankings: 1.524 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Cheung, YK | en_US |
dc.contributor.author | Kasemset, C | en_US |
dc.date.accessioned | 2012-06-26T06:00:00Z | - |
dc.date.available | 2012-06-26T06:00:00Z | - |
dc.date.issued | 1978 | en_US |
dc.identifier.citation | Earthquake Engineering and Structural Dynamics, 1978, v. 6 n. 2, p. 221-229 | en_US |
dc.identifier.issn | 0098-8847 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/149827 | - |
dc.description.abstract | The finite strip method is used to determine the natural frequencies of shear wall frame buildings. The structure can be modelled in two different ways. In the first approach both the shear walls and the frames are idealized simply as an assemblage of finite strips varying thicknesses with given or computed properties, while in the second approach the shear walls are still idealized as a series of finite strips, but the frames are regarded as a number of long columns which are interconnected with each other or with finite strips through the horizontal beams. Numerical results obtained from both models indicate good agreement with finite element solutions. The proposed models can be applied to a wide range of shear wall frame assemblies and are therefore more versatile than most existing models. 14 refs. | en_US |
dc.language | eng | en_US |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922 | en_US |
dc.relation.ispartof | Earthquake Engineering and Structural Dynamics | en_US |
dc.title | Approximate frequency analysis of shear wall frame structures | en_US |
dc.type | Article | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0017946662 | en_US |
dc.identifier.volume | 6 | en_US |
dc.identifier.issue | 2 | en_US |
dc.identifier.spage | 221 | en_US |
dc.identifier.epage | 229 | en_US |
dc.identifier.isi | WOS:A1978ES79800007 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.scopusauthorid | Kasemset, C=6507101141 | en_US |
dc.identifier.issnl | 0098-8847 | - |