KUAT LENTUR BALOK BETON TULANGAN BAMBU PETUNG VERTIKAL TAKIKAN TIDAK SEJAJAR TIPE U LEBAR 3 CM TIAP JARAK 10 CM
link : http://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/view/696
KUAT LENTUR BALOK BETON TULANGAN BAMBU PETUNG TAKIKAN TIDAK SEJAJAR TIPE U LEBAR 3 CM TIAP JARAK 10 CM DENGAN POSISI KULIT DISISI DALAM
link : http://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/view/709
KUAT LENTUR BALOK BETON TULANGAN BAMBU PETUNG VERTIKAL TAKIKAN TIPE U LEBAR 3 CM TIAP JARAK 10 CM DENGAN POSISI KULIT DI SISI DALAM
link : http://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/view/710
KUAT LENTUR BALOK BETON TULANGAN BAMBU PETUNG POSISI VERTIKAL TAKIKAN TIDAK SEJAJAR TIPE U LEBAR 1 DAN 2 CM PADA TIAP JARAK 10 CM
link : http://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/view/828
ANALISIS KUAT LEKAT TULANGAN BAMBU ORI BERTAKIKAN TIPE “Uâ€JARAK TAKIKAN 10 CM TERHADAP TULANGAN BAJA
link : http://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/view/881
Experimental Study of Flexural Capacity on Bamboo Ori Strip Notched V Reinforced Concrete Beams
link : http://aip.scitation.org/doi/abs/10.1063/1.4968305
Performance of Wulung Bamboo Reinforced Concrete Beams
link : http://aip.scitation.org/doi/10.1063/1.5011490
Model of Bamboo Strip Notch Reinforced Concrete Beams On The Flexural Capacity
Experimental Study of Flexural Capacity on Bamboo Ori Strip Notched V Reinforced Concrete Beams
link : https://aip.scitation.org/doi/abs/10.1063/1.4968305