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PENGARUH PENGEKANGAN PADA ANALISIS MOMEN NOMINAL UNTUK PENGAMANAN KOLOM BETON BERTULANG TERHADAP KEGAGALAN GETAS GESER
(2009-07)
SNI 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 ...
PENINGKATAN DAYA DUKUNG DAN DAKTILITAS BALOK BETON BERTULANG DENGAN MENGGUNAKAN PERKUATAN CFRP (CARBON FIBER REINFORCED POLYMER)
(2009-01)
This paper presents a research on the ductility of normal-strength concrete beams which were designed under
gravity load only. The beams were then strengthened with CFRP. The ductility of the strengthened beams was ...