Studi prilaku balok beton dan balok pratarik berserat metal 0 % dan 1 % dari volume balok berdasarkan pembebanan berulang (Kasus studi : balok dengan coakan yang berukuran lebar 3,2 mm dan tinggi 1,6 cm yang dibebani pembebanan sejauh 1/4 bentang l dari tumpuan = Concrete beam behaviour study and pre-stress metal fibre beam 0% and 1% of beam volume based on repeated loading. Case study : beam with 3,2 mm width and 1,6 cm height notch which gived loading at 1/4 length from support)

Studi prilaku balok beton berserat metal 1 % dari volume total balok dan balok prategang berserat metal 1 % dari volume total balok dalam kondisi terendam berdasarkan uji pembebanan berulang. Kasus studi balok beton bercoak dengan lebar 3.2 mm dan tinggi 1,6 cm = Behaviour study of concrete beam and prestress concrete beam are fibered metal 1 % to the total volume in wet condition based on impact continously. Case study to notch concrete beam, width 3.2 mm and height 1.6cm

Semirigidity assessment of reinforced concrete beam column joint designed to withstand seismic force from SNI 1728 2012 and SNI 1728 2002 seismic code in accordance to Indonesian structural concrete code = Kajian semikaku sambungan balok-kolom beton bertulang yang dirancang untuk menahan beban gempa dari peraturan gempa SNI 1728:2012 dan SNI 1728:2002 menurut peraturan beton struktural Indonesia

Perilaku dinamik balok beton fiber yang mengalami perendaman dan tanpa perendaman terhadap beban tumbukan terbagi merata berulang di tengah bentang balok = Dynamic behavior of partially and fully cured fiber reinforced concrete beam subjected to the repetition of an impact loading locally distributed at beam mid span

Residual Strength of Corrosion -Damaged Reinforced