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Article: COMPUTER AIDED DESIGN OF REINFORCED CONCRETE MEMBERS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING.

TitleCOMPUTER AIDED DESIGN OF REINFORCED CONCRETE MEMBERS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING.
Authors
Kwan, KHLiauw, TC
Issue Date1985
Citation
Structural Engineer, Part B: R&D Quarterly, 1985, v. 63 B n. 2, p. 34-40 How to Cite?
AbstractA rapid method for assessing the ultimate strength of reinforced concrete members subjected to axial compression and biaxial bending is presented. The design procedure is computerized to full automation for arbitrary cross-sections, with or without voids. The concept of load fraction, which is the fraction of the applied load that can be adequately withstood, is introduced for quantitative measure of structural adequacy. The load fraction also provides useful guidelines to necessary redesign. An iterative procedure is evolved for making adequate provision for ultimate strength by gradually increasing the amount of reinforcement till the required load fraction is achieved. Reinforcement is always added at locations having the highest increase of load fraction/unit area of added reinforcement. Practical considerations in symmetry, nominal reinforcement, and steel congestion, etc. , are taken into account.
Persistent Identifierhttp://hdl.handle.net/10722/149872

 

DC FieldValueLanguage
dc.contributor.authorKwan, KHen_US
dc.contributor.authorLiauw, TCen_US
dc.date.accessioned2012-06-26T06:00:16Z-
dc.date.available2012-06-26T06:00:16Z-
dc.date.issued1985en_US
dc.identifier.citationStructural Engineer, Part B: R&D Quarterly, 1985, v. 63 B n. 2, p. 34-40en_US
dc.identifier.urihttp://hdl.handle.net/10722/149872-
dc.description.abstractA rapid method for assessing the ultimate strength of reinforced concrete members subjected to axial compression and biaxial bending is presented. The design procedure is computerized to full automation for arbitrary cross-sections, with or without voids. The concept of load fraction, which is the fraction of the applied load that can be adequately withstood, is introduced for quantitative measure of structural adequacy. The load fraction also provides useful guidelines to necessary redesign. An iterative procedure is evolved for making adequate provision for ultimate strength by gradually increasing the amount of reinforcement till the required load fraction is achieved. Reinforcement is always added at locations having the highest increase of load fraction/unit area of added reinforcement. Practical considerations in symmetry, nominal reinforcement, and steel congestion, etc. , are taken into account.en_US
dc.languageengen_US
dc.relation.ispartofStructural Engineer, Part B: R&D Quarterlyen_US
dc.titleCOMPUTER AIDED DESIGN OF REINFORCED CONCRETE MEMBERS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING.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-s2.0-0022074012en_US
dc.identifier.volume63 Ben_US
dc.identifier.issue2en_US
dc.identifier.spage34en_US
dc.identifier.epage40en_US
dc.identifier.scopusauthoridKwan, KH=7101738204en_US
dc.identifier.scopusauthoridLiauw, TC=7003463532en_US

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