File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Computerized ultimate strength analysis of reinforced concrete sections subjected to axial compression and biaxial bending

TitleComputerized ultimate strength analysis of reinforced concrete sections subjected to axial compression and biaxial bending
Authors
Kwan, KHLiauw, TC
Issue Date1985
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1985, v. 21 n. 6, p. 1119-1127 How to Cite?
AbstractThis article presents a method of evaluating the ultimate strength capacities of reinforced concrete sections of arbitrary shapes and with or without voids subjected to axial compression and biaxial bending. The concept of load fraction is introduced so as to provide a quantitative measure of structural adequacy. An iterative procedure to determine the load fractions is proposed. Necessary integration over arbitrary domains is dealt with by boundary integration method. This procedure can be computerized readily to high automation. A wide range of reinforced concrete sections are analysed, as examples, using a desk-top computer. © 1985.
Persistent Identifierhttp://hdl.handle.net/10722/149868
ISSN
0045-7949
2023 Impact Factor: 4.4
2023 SCImago Journal Rankings: 1.274
ISI Accession Number ID
WOS:A1985AVA3900003

 

DC FieldValueLanguage
dc.contributor.authorKwan, KHen_US
dc.contributor.authorLiauw, TCen_US
dc.date.accessioned2012-06-26T06:00:15Z-
dc.date.available2012-06-26T06:00:15Z-
dc.date.issued1985en_US
dc.identifier.citationComputers And Structures, 1985, v. 21 n. 6, p. 1119-1127en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/149868-
dc.description.abstractThis article presents a method of evaluating the ultimate strength capacities of reinforced concrete sections of arbitrary shapes and with or without voids subjected to axial compression and biaxial bending. The concept of load fraction is introduced so as to provide a quantitative measure of structural adequacy. An iterative procedure to determine the load fractions is proposed. Necessary integration over arbitrary domains is dealt with by boundary integration method. This procedure can be computerized readily to high automation. A wide range of reinforced concrete sections are analysed, as examples, using a desk-top computer. © 1985.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleComputerized ultimate strength analysis of reinforced concrete sections subjected to axial compression and biaxial bendingen_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-s2.0-0021903117en_US
dc.identifier.volume21en_US
dc.identifier.issue6en_US
dc.identifier.spage1119en_US
dc.identifier.epage1127en_US
dc.identifier.isiWOS:A1985AVA3900003-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridKwan, KH=7101738204en_US
dc.identifier.scopusauthoridLiauw, TC=7003463532en_US
dc.identifier.issnl0045-7949-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats