Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65208
DC FieldValue
dc.titleBEHAVIOR OF ECCENTRICALLY BRACED FRAME BY PSEUDO-DYNAMIC TEST.
dc.contributor.authorBalendra, Thambirajah
dc.contributor.authorLam, Kai-Yang
dc.contributor.authorLiaw, Chih-Young
dc.contributor.authorLee, Seng-Lip
dc.date.accessioned2014-06-17T08:14:13Z
dc.date.available2014-06-17T08:14:13Z
dc.date.issued1987-04
dc.identifier.citationBalendra, Thambirajah,Lam, Kai-Yang,Liaw, Chih-Young,Lee, Seng-Lip (1987-04). BEHAVIOR OF ECCENTRICALLY BRACED FRAME BY PSEUDO-DYNAMIC TEST.. Journal of structural engineering New York, N.Y. 113 (4) : 673-688. ScholarBank@NUS Repository.
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65208
dc.description.abstractThe performance of an eccentrically braced frame designed to yield in shear is investigated by the pseudo-dynamic test. This relatively new experimental technique is suitably modified to account for the effect of inherent Coulomb damping in the structure. This modification enables one to obtain the force-displacement hysteresis of the shear link accurately. The hysteretic curve shows that a properly designed eccentrically braced frame dissipates a large amount of energy without any pinching in the hysteresis loop, nor with any deterioration in strength or stiffness. Comparison with an analytical model based on pure kinematic hardening reveals that strain hardening in the shear link is essentially of the kinematic type.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume113
dc.description.issue4
dc.description.page673-688
dc.description.codenJSEND
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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

Page view(s)

80
checked on Jan 27, 2020

Google ScholarTM

Check


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