Role of Spandrel Beams on Response of Slab-Beam-Column Connections_ Journal of Structural...
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Welcome Log in Register View Cart ASCE About Civil Engineering Contact Us Donate Now Shop ASCE American Society of Civil Engineers Advanced Search Journals EBooks Standards Proceedings Collections My Tools Bookstore Contract Documents Home > Journal of Structural Engineering > Volume 121, Issue 3 (March 1995) > 10.1061/(ASCE)07339445(1995)121:3(408) Article Tools Add to my favorites Download Citations Track Citations Permissions Recommend & Share Recommend to Library Email to a friend Facebook Twitter CiteULike Newsvine Digg This Delicious Browse the Journal List of Issues Current Issue Most Viewed Most Cited For Authors Submit a Paper Author Instructions Notify Me! Email Alerts RSS Feeds Subscriptions Subscribe Purchase Reprints Journal of Structural Engineering <Previous Article Volume 121, Issue 3 (March 1995) Next Article > A+ A A= Print Abstract References Complete PDF (1,302 KB) Cited By Di Franco, M., Mitchell, D., and Paultre, P. (1995). ”Role of Spandrel Beams on Response of SlabBeam Column Connections.” J. Struct. Eng., 121(3), 408–419. TECHNICAL PAPERS Role of Spandrel Beams on Response of Slab BeamColumn Connections Article History Published: 01 March 1995 Publication Data ISSN (print): 07339445 ISSN (online): 1943541X Publisher: American Society of Civil Engineers Marco A. Di Franco 1 Grad. Res. Asst., Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., 817 Sherbrooke St. W., Montreal, Canada, H3A 2K6. Denis Mitchell , Member, ASCE 2 Prof., Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., 817 Sherbrooke St. W., Montreal, Canada, H3A 2K6. Patrick Paultre , Member, ASCE 3 Prof., Dept. of Civ. Engrg., Univ. of Sherbrooke, Sherbrooke, Canada, J1K 2R1. Fullscale exterior beamcolumnslab subassemblages were tested under reversed cyclic loading to investigate the role of the spandrel beam in the overall response. Results from specimens having different spandrel beam sizes and different amounts of torsional reinforcement in the spandrel beams provided a better understanding Go Quick Search
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Transcript of Role of Spandrel Beams on Response of Slab-Beam-Column Connections_ Journal of Structural...
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3/22/2015 RoleofSpandrelBeamsonResponseofSlabBeamColumnConnections:JournalofStructuralEngineering:(ASCE)
http://ascelibrary.org/doi/abs/10.1061/(ASCE)07339445(1995)121:3(408) 1/2
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AbstractReferencesCompletePDF(1,302KB)CitedBy
DiFranco,M.,Mitchell,D.,andPaultre,P.(1995).RoleofSpandrelBeamsonResponseofSlabBeamColumnConnections.J.Struct.Eng.,121(3),408419.
TECHNICALPAPERS
RoleofSpandrelBeamsonResponseofSlabBeamColumnConnectionsArticleHistory
Published:01March1995
PublicationData
ISSN(print):07339445ISSN(online):1943541XPublisher:AmericanSocietyofCivilEngineersMarcoA.DiFranco
1Grad.Res.Asst.,Dept.ofCiv.Engrg.andAppl.Mech.,McGillUniv.,817SherbrookeSt.W.,Montreal,Canada,H3A2K6.
DenisMitchell,Member,ASCE
2Prof.,Dept.ofCiv.Engrg.andAppl.Mech.,McGillUniv.,817SherbrookeSt.W.,Montreal,Canada,H3A2K6.
PatrickPaultre,Member,ASCE
3Prof.,Dept.ofCiv.Engrg.,Univ.ofSherbrooke,Sherbrooke,Canada,J1K2R1.
Fullscaleexteriorbeamcolumnslabsubassemblagesweretestedunderreversedcyclicloadingtoinvestigatetheroleofthespandrelbeamintheoverallresponse.Resultsfromspecimenshavingdifferentspandrelbeamsizesanddifferentamountsoftorsionalreinforcementinthespandrelbeamsprovidedabetterunderstanding
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3/22/2015 RoleofSpandrelBeamsonResponseofSlabBeamColumnConnections:JournalofStructuralEngineering:(ASCE)
http://ascelibrary.org/doi/abs/10.1061/(ASCE)07339445(1995)121:3(408) 2/2
PurchaseReprintsoftheirbehavior.Detailedstrainmeasurementstogetherwiththecrackpatternsindicatethattheeffectivewidthoftheslabcontributingtothenegativebendingofthemainbeamisaffectedbythetorsionalyieldingofthespandrelbeam.However,afterthisyielding,adifferentforcemechanism,involvingconcretecompressivestrutsandtensiontiesintheslabandspandrelbeambars,providesmeansoftransferringadditionalforcesfromtheslabbarstothejointregion.Itisimportanttoconsidertheeffectoftheseforces,sincetheyincreasethenegativemomentcapacityofthebeams,and,hence,theymayaffectthehierarchyofyieldingbetweenthecolumnsandthebeams.Designproposals,accountingfortheflowofforcesthroughthespandrelbeam,arepresentedandillustratedbyanumberofexamples.
Permalink:http://dx.doi.org/10.1061/(ASCE)07339445(1995)121:3(408)
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Ning,N.,Qu,W.,andZhu,P.(2014)."RoleofcastinsituslabsinRCframesunderlowfrequencycyclicload."EngineeringStructures,10.1016/j.engstruct.2013.09.050,2838.Onlinepublicationdate:1Feb2014.CrossRefBenaventCliment,A.,Cahs,X.,andZahran,R.(2009)."ExteriorwidebeamcolumnconnectionsinexistingRCframessubjectedtolateralearthquakeloads."EngineeringStructures,10.1016/j.engstruct.2009.02.008,14141424.Onlinepublicationdate:1Jul2009.CrossRefMousseau,S.andPaultre,P.(2008)."Seismicperformanceofafullscale,reinforcedhighperformanceconcretebuilding.PartI:Experimentalstudy."CanadianJournalofCivilEngineering,10.1139/L08017,832848.Onlinepublicationdate:1Aug2008.CrossRefCopyright1995AmericanSocietyofCivilEngineers
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