File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Basis and application of simple interaction formula for steel frames under fire conditions

TitleBasis and application of simple interaction formula for steel frames under fire conditions
Authors
Issue Date2001
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2001, v. 127 n. 10, p. 1214-1220 How to Cite?
AbstractFor a long time, the Rankine method has been applied successfully to steel columns and frames subjected to increasing loads but maintained at constant ambient temperature. This paper extends the Rankine formula to frames under fire conditions. An original theoretical derivation of the formula, which is general and based on the virtual work principle, is provided in this paper. A simple expression has also been derived for the buckling coefficient of frames under fire conditions, which takes the deterioration of steel properties at elevated temperature into consideration. Comparison of test results shows that the Rankine formula yields very good predictions of critical temperatures of frames, with a mean value of 1.01 and a coefficient of variation of 9.2% for a total of 18 frames. Most importantly, it is shown that the fire resistance of steel frames can be obtained from the conventional frame analysis performed at ambient temperature.
Persistent Identifierhttp://hdl.handle.net/10722/185364
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorTang, CYen_US
dc.contributor.authorTan, KHen_US
dc.date.accessioned2013-07-30T07:31:56Z-
dc.date.available2013-07-30T07:31:56Z-
dc.date.issued2001en_US
dc.identifier.citationJournal Of Structural Engineering, 2001, v. 127 n. 10, p. 1214-1220en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/185364-
dc.description.abstractFor a long time, the Rankine method has been applied successfully to steel columns and frames subjected to increasing loads but maintained at constant ambient temperature. This paper extends the Rankine formula to frames under fire conditions. An original theoretical derivation of the formula, which is general and based on the virtual work principle, is provided in this paper. A simple expression has also been derived for the buckling coefficient of frames under fire conditions, which takes the deterioration of steel properties at elevated temperature into consideration. Comparison of test results shows that the Rankine formula yields very good predictions of critical temperatures of frames, with a mean value of 1.01 and a coefficient of variation of 9.2% for a total of 18 frames. Most importantly, it is shown that the fire resistance of steel frames can be obtained from the conventional frame analysis performed at ambient temperature.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.titleBasis and application of simple interaction formula for steel frames under fire conditionsen_US
dc.typeArticleen_US
dc.identifier.emailTang, CY: tangc@hku.hken_US
dc.identifier.authorityTang, CY=rp01765en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1061/(ASCE)0733-9445(2001)127:10(1214)en_US
dc.identifier.scopuseid_2-s2.0-0035482033en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0035482033&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume127en_US
dc.identifier.issue10en_US
dc.identifier.spage1214en_US
dc.identifier.epage1220en_US
dc.identifier.isiWOS:000171171200012-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridTang, CY=35489259800en_US
dc.identifier.scopusauthoridTan, KH=8597408900en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats