PERILAKU GESER BALOK BERTULANG HVFA-SCC (STUDI KASUS BALOK DENGAN RASIO BENTANG GESER TERHADAP TINGGI EFEKTIF 2.5)
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Alghazali H.H., Myers J.J., 2017, "Shear Behaviour of Full-scale High Volume Fly Ash-Self Consolidating Concrete (HVFA-SCC) Beams", Construction and Building Materials. Vol. 157 pp. 161-171
Arezoumandi M., Volz J.S., Myers J.J., 2013, "Shear Behaviour of High-Volume Fly Ash Concrete Versus Conventional Concrete", Am. Soc. Civ. Eng. J. Struct. Eng. Vol. 25 No. 10 pp. 1506-1513
Aryono I., Budi A.S., Saifullah H.A., 2020, "Kapasitas Geser Balok Beton Bertulang HVFA Memadat Sendiri Dengan Kadar Fly Ash 50% Terhadap Beton Normal", Matriks Teknik Sipil. Vol 8 No 1: Maret
Collins, Bentz E.C., Sherwood E.G., 2008, "Where is Shear Reinforcement Required? Review of Reseacrh Results and Design Procedures", ACI Structural Journal. Vol 105-5, 591-600
Dinakar P., Babu K.G., and Santhanam M., 2008, “Durability Properties of High Volume Fly Ash Self Compacting Concretes,†Cem. Concr. Compos. Vol. 30 No. 10 pp. 880-886
Durán-Herrera A., Juárez C.A., Valdez P., and Bentz D.P., 2011, “Evaluation of Sustainable High-Volume Fly Ash Concretes,†Cem. Concr. Compos. Vol. 33 No. 1, pp. 39-45
Hemalatha T. and Ramaswamy A., 2017, “A Review On Fly Ash Characteristics – Towards Promoting High Volume Utilization In Developing Sustainable Concrete,†Journal of Cleaner Production. Vol 147 pp. 546-559.
Huang C.H., Lin S.K., Chang C.S., and Chen H.J., 2013, “Mix Proportions and Mechanical Properties Of Concrete Containing Very High-Volume Of Class F Fly Ash,†Constr. Build. Mater Vol 46 pp. 71-78.
Indonesian National Standard, 2019, “SNI 2847-2019: Persyaratan Beton Struktural Untuk Bangunan Gedungâ€. Badan Standarisasi Nasional
Lin C., Chen J., 2012, "Shear Behavior Of Self-Consolidating Concrete Beams,†ACI Struct. J. Vol. 109 No. 3, pp. 307-315.
Niwa J., Yamada K., Yokozawa K., and Okamura H., 1986, “Revaluation Of The Equation For Shear Strength Of Reinforced Concrete Beams Without Web Reinforcementâ€, Journal of Materials, Concrete Structures and Pavements, Japan Society of Civil Engineers, No.372/V-5, pp.167-176. (dalam bahasa Jepang)
Ortega C.A., 2012, “Shear And Fracture Behaviour Of High-Volume Fly Ash Reinforced Concrete For Sustainable Construction,†(Doctoral Dissertations) Missouri University of Science and Technology , Paper 2259.
Pambudi C.D, Budi A.S., Kristiawan S.A., 2019, "Kajian Uji Geser Murni Beton HVFA Memadat Sendiri teradap Beton Normal", Matriks Teknik Sipil Vol 7. No. 4 Desember
Prasetyo A., Budi A.S., Kristiawan S.A., 2019, "Kapasitas Geser Balok Beton Bertulang HVFA Memadat Sendiri Dengan Kadar Fly Ash 60% terhadap Beton Normal", Matriks Teknik Sipil, Vol 7 No 4 Desember
Ruiz M.F., Muttoni A., Sagaseta J., 2015, "Shear Strength of Concrete Members without Transverse Reinforcement: A Mechanical Approach to Consistently Account for Size and Strain Effects", Engineering Structures, Vol. 99 pp. 360-372
Siddique R., 2004, “Performance Characteristics of High-Volume Class F Fly Ash Concrete,†Cem. Concr. Res., Vol. 34 No. 3.
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