Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1531)
DC FieldValue
dc.titleAnalysis and design of steel frames considering panel joint deformations
dc.contributor.authorLiew, J.Y.Richard
dc.contributor.authorChen, W.F.
dc.date.accessioned2014-06-17T08:13:22Z
dc.date.available2014-06-17T08:13:22Z
dc.date.issued1995-10
dc.identifier.citationLiew, J.Y.Richard, Chen, W.F. (1995-10). Analysis and design of steel frames considering panel joint deformations. Journal of structural engineering New York, N.Y. 121 (10) : 1531-1540. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1531)
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65131
dc.description.abstractThis paper provide insight to the background of the development and requirements for panel-zone design in the 1986 AISC LRFD specifications. In particular, two criteria for the design of beam-column panel zones are discussed; the first method is based on the von Mises first-yield criterion for the panel-zone web, and the other utilizes the postyield shear resistance of the panel derived from the flexural resistance of boundary elements surrounding the panel-zone joint. The nonlinear behavior of a moment-resisting frame with panel-zone joints designed according to these two requirements is studied. Lui's 1985 rigorous second-order elastic-plastic hinge analysis is used to assess the performance of a frame considering panel-zone deformations. An advanced analysis technique based on a notional-load plastic-hinge approach is introduced. This advanced analysis technique is used to evaluate the proper design criteria for panel-zone joints in moment-resisting frames, and to study the influence of panel-zone deformations on the frame's limit of resistance. From these studies, the effects of the panel-zone deformations on the overall frame resistance can then be summarized and discussed.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1531)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9445(1995)121:10(1531)
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume121
dc.description.issue10
dc.description.page1531-1540
dc.description.codenJSEND
dc.identifier.isiutA1995RV79800021
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

SCOPUSTM   
Citations

12
checked on Nov 21, 2019

WEB OF SCIENCETM
Citations

8
checked on Nov 13, 2019

Page view(s)

49
checked on Oct 27, 2019

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.