Show simple item record

dc.contributor.authorTavio
dc.contributor.authorPamenia, P. D. S.
dc.date.accessioned2012-03-07T03:26:36Z
dc.date.available2012-03-07T03:26:36Z
dc.date.issued2009-07
dc.identifier.issn1411-8904
dc.identifier.urihttp://hdl.handle.net/11617/242
dc.description.abstractSNI 03-2847-2002 code defines the nominal shear strength of a structural member from the nominal bending moments at both ends of the corresponding member. This condition is implemented in the design to avoid the shear failure against severe earthquake. Ideally, the flexural failure in a member is expected to occur prior to the brittle shear failure. However, in the practical design, the computed nominal bending moments do not include the effects of confinement. Needless to say, the existence of confinement in a structural member increases the its flexural strength and the strength gain primarily depends on the amount of confinement. Confinement as one of the effective solutions in enhancing the ductility of a member has significant effects on the mode of failure of a member during large earthquake. The increase of flexural strength of a member due to confinement will also increase the shear capacity of the corresponding member. If the increase of the nominal bending moment is not taken into account during the calculation of the shear capacity of a member, the brittle shear failure can take place prior to the preferable flexural failure.en_US
dc.subjectbrittle shear failureen_US
dc.subjectconfinementen_US
dc.subjectearthquakeen_US
dc.subjectreinforced concrete membersen_US
dc.subjectstress-strain curvesen_US
dc.titlePENGARUH PENGEKANGAN PADA ANALISIS MOMEN NOMINAL UNTUK PENGAMANAN KOLOM BETON BERTULANG TERHADAP KEGAGALAN GETAS GESERen_US
dc.title.alternativeTHE IMPACT OF CONFINEMENT ON NOMINAL BENDING MOMENT TO AVOID BRITTLE SHEAR FAILURE ON REINFORCED CONCRETE MEMBERSen_US
dc.typeArticleen_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record