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Article: COMPUTERIZED DESIGN OF REINFORCED CONCRETE COLUMNS BY LOAD FACTOR METHOD.

TitleCOMPUTERIZED DESIGN OF REINFORCED CONCRETE COLUMNS BY LOAD FACTOR METHOD.
Authors
Issue Date1988
Citation
Hong Kong Engineer, 1988, v. 16 n. 2, p. 23-30 How to Cite?
AbstractThe load factor method of design for reinforced concrete columns subjected to axial load and biaxial bending has been computerized to the extent that, given the concrete section and the applied loads of each loading case, the computer program evaluates the amount and distribution of reinforcement required together with the corresponding load factor of each loading case. The formulation and the procedure developed are applicable to columns of arbitrary cross-section, with or without voids. The design process is basically an iterative process of gradually increasing the amount of reinforcement till the required load factor is achieved.
Persistent Identifierhttp://hdl.handle.net/10722/149902
ISSN

 

DC FieldValueLanguage
dc.contributor.authorLiauw, TCen_US
dc.contributor.authorKwan, KHen_US
dc.date.accessioned2012-06-26T06:00:28Z-
dc.date.available2012-06-26T06:00:28Z-
dc.date.issued1988en_US
dc.identifier.citationHong Kong Engineer, 1988, v. 16 n. 2, p. 23-30en_US
dc.identifier.issn0378-8776en_US
dc.identifier.urihttp://hdl.handle.net/10722/149902-
dc.description.abstractThe load factor method of design for reinforced concrete columns subjected to axial load and biaxial bending has been computerized to the extent that, given the concrete section and the applied loads of each loading case, the computer program evaluates the amount and distribution of reinforcement required together with the corresponding load factor of each loading case. The formulation and the procedure developed are applicable to columns of arbitrary cross-section, with or without voids. The design process is basically an iterative process of gradually increasing the amount of reinforcement till the required load factor is achieved.en_US
dc.languageengen_US
dc.relation.ispartofHong Kong engineeren_US
dc.titleCOMPUTERIZED DESIGN OF REINFORCED CONCRETE COLUMNS BY LOAD FACTOR METHOD.en_US
dc.typeArticleen_US
dc.identifier.emailKwan, KH:khkwan@hkucc.hku.hken_US
dc.identifier.authorityKwan, KH=rp00127en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0023961299en_US
dc.identifier.volume16en_US
dc.identifier.issue2en_US
dc.identifier.spage23en_US
dc.identifier.epage30en_US
dc.identifier.scopusauthoridLiauw, TC=7003463532en_US
dc.identifier.scopusauthoridKwan, KH=7101738204en_US

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