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- WOS: WOS:A1995RP92200002
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Article: An accurate finite strip for analysing deep beams and shear walls
Title | An accurate finite strip for analysing deep beams and shear walls |
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Authors | |
Keywords | finite strips shear walls structural analysis |
Issue Date | 1995 |
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/ |
Citation | Communications in Numerical Methods in Engineering, 1995, v. 11 n. 8, p. 643-653 How to Cite? |
Abstract | A new finite strip for the analysis of 2D elastic problems is presented. Displacement in each of the two inplane directions is interpolated by a set of computed shape functions in the longitudinal direction and, as usual, standard 1D Lagrangian shape functions in the transverse direction. Unlike all other finite strips, the unknown parameters of the present finite strip are represented by the physical displacement variables at nodal points. Furthermore, C0-continuity is maintained across the boundaries between adjacent strips. Deep beams with geometric discontinuity can be treated in a standard finite element manner. Several numerical examples are given to demonstrate its accuracy in analysing deep beams and shear walls. |
Persistent Identifier | http://hdl.handle.net/10722/150051 |
ISSN | 2011 Impact Factor: 1.754 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Cheung, YK | en_US |
dc.contributor.author | Kong, J | en_US |
dc.date.accessioned | 2012-06-26T06:01:17Z | - |
dc.date.available | 2012-06-26T06:01:17Z | - |
dc.date.issued | 1995 | en_US |
dc.identifier.citation | Communications in Numerical Methods in Engineering, 1995, v. 11 n. 8, p. 643-653 | en_US |
dc.identifier.issn | 1069-8299 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150051 | - |
dc.description.abstract | A new finite strip for the analysis of 2D elastic problems is presented. Displacement in each of the two inplane directions is interpolated by a set of computed shape functions in the longitudinal direction and, as usual, standard 1D Lagrangian shape functions in the transverse direction. Unlike all other finite strips, the unknown parameters of the present finite strip are represented by the physical displacement variables at nodal points. Furthermore, C0-continuity is maintained across the boundaries between adjacent strips. Deep beams with geometric discontinuity can be treated in a standard finite element manner. Several numerical examples are given to demonstrate its accuracy in analysing deep beams and shear walls. | en_US |
dc.language | eng | en_US |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/ | en_US |
dc.relation.ispartof | Communications in Numerical Methods in Engineering | en_US |
dc.rights | Communications in Numerical Methods in Engineering. Copyright © John Wiley & Sons Ltd. | - |
dc.subject | finite strips | - |
dc.subject | shear walls | - |
dc.subject | structural analysis | - |
dc.title | An accurate finite strip for analysing deep beams and shear walls | 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.doi | 10.1002/cnm.1640110803 | - |
dc.identifier.scopus | eid_2-s2.0-0029357727 | en_US |
dc.identifier.hkuros | 8693 | - |
dc.identifier.volume | 11 | en_US |
dc.identifier.issue | 8 | en_US |
dc.identifier.spage | 643 | en_US |
dc.identifier.epage | 653 | en_US |
dc.identifier.isi | WOS:A1995RP92200002 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.scopusauthorid | Kong, J=7202290905 | en_US |
dc.identifier.issnl | 1069-8299 | - |