File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Distribution factor method with cubic interpolating correction for analysis of building frames

TitleDistribution factor method with cubic interpolating correction for analysis of building frames
Authors
Issue Date1987
PublisherBlackwell Publishing, Inc. The Journal's web site is located at http://www.blackwellpublishing.com/journals/CACIE
Citation
Microcomputers In Civil Engineering, 1987, v. 2 n. 4, p. 317-324 How to Cite?
AbstractA more accurate approximating method for the analysis of building frames than a previously described distribution factor method is presented. This paper makes corrections on the displacements for very tall buildings where uneven elongations of columns along the height are important. A new distribution pattern in terms of cubic polynomials with an additional ten unknowns per floor is added to the original sets of distribution factors. The total number of unknowns per floor for a three-dimensional building is 22 (9 mixing factors plus 10 coefficients of the cubic polynomial plus 3 horizontal displacements) irrespective of the complexity. Less than 5% errors in the computed nodal displacements are achieved. The method is particularly suitable for microcomputers.
Persistent Identifierhttp://hdl.handle.net/10722/149897
ISSN

 

DC FieldValueLanguage
dc.contributor.authorLeung, AYTen_US
dc.contributor.authorWong, SCen_US
dc.date.accessioned2012-06-26T06:00:26Z-
dc.date.available2012-06-26T06:00:26Z-
dc.date.issued1987en_US
dc.identifier.citationMicrocomputers In Civil Engineering, 1987, v. 2 n. 4, p. 317-324en_US
dc.identifier.issn0885-9507en_US
dc.identifier.urihttp://hdl.handle.net/10722/149897-
dc.description.abstractA more accurate approximating method for the analysis of building frames than a previously described distribution factor method is presented. This paper makes corrections on the displacements for very tall buildings where uneven elongations of columns along the height are important. A new distribution pattern in terms of cubic polynomials with an additional ten unknowns per floor is added to the original sets of distribution factors. The total number of unknowns per floor for a three-dimensional building is 22 (9 mixing factors plus 10 coefficients of the cubic polynomial plus 3 horizontal displacements) irrespective of the complexity. Less than 5% errors in the computed nodal displacements are achieved. The method is particularly suitable for microcomputers.en_US
dc.languageengen_US
dc.publisherBlackwell Publishing, Inc. The Journal's web site is located at http://www.blackwellpublishing.com/journals/CACIEen_US
dc.relation.ispartofMicrocomputers in civil engineeringen_US
dc.titleDistribution factor method with cubic interpolating correction for analysis of building framesen_US
dc.typeArticleen_US
dc.identifier.emailWong, SC:hhecwsc@hku.hken_US
dc.identifier.authorityWong, SC=rp00191en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0023562044en_US
dc.identifier.volume2en_US
dc.identifier.issue4en_US
dc.identifier.spage317en_US
dc.identifier.epage324en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridLeung, AYT=7403012564en_US
dc.identifier.scopusauthoridWong, SC=24323361400en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats