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dc.contributor.authorKadir, Abdul
dc.contributor.authorSatyarno, Iman
dc.contributor.authorSuhendro, Bambang
dc.contributor.authorTriwiyono, Andreas
dc.date.accessioned2016-08-08T03:44:13Z
dc.date.available2016-08-08T03:44:13Z
dc.date.issued2016-05-25
dc.identifier.citationACI 318-08, 2008, Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Detroit, USA Ahmad, S.H., dan Shah, S.P., (1985), Behavior of Hoop Confined Concrete under High Strain Rrates,ACI Journal, September-October,pp.634-64. Assa, B., Nishiyama, M., dan Watanabe, F., (2001), New Approach for Modelling Confined Concrete, I: Circular Concrete,Journal ofStructural Engineering, V.127, No.7, July, pp.743-750 CSA A23.3-04, 2004, Design of Concrete Structures, Canadian Standart Association, Mississauga, Canada, pp 258 Cusson, D., danPaultre, P., (1994), High Strength Concrete Columns Confined by Rectangular Ties,Journal of Structural Engineering, ASCE, V.120, No.3, March, pp.783-804 El-Dash, K.M., dan Ahmad, S.H., (1995), A Model for Stress-Strain Relationship of Spirally Confined Normal and High Strength Concrete Columns, Magazine of Concrete Research, V.47, No.171, June 1995, pp.177-184. Feyrer, K., 2015, Wire Ropes Tension, Endurance, Reliability, 2nd Springer Heidelberg New York Hoshikuma, J., Kawashima, K., Nagaya, K., dan Taylor, A.W., (1997), Stress-Strain Model for Confined Reinforced Concrete in Bridge,Journal ofStructural Engineering, ASCE, V.123, No.5, May 1997, pp.624-633 Kadir, A., 2015, Pengaruh kekangan dengan wire rope, Seminar Nasional Teknik Sipil V, UMS, Surakarta, 19 Mei Legeron, F., danPaultre, P., (2003), Uniaxial Confinement Model for Normal and High-Strength Concrete Columns,Journal of StructuralEngineering, ASCE, V.129, No.2, February, pp.241-252 Mander, J.B., Priestley, M.J., dan Park, R., (1998), Theoretical Stress – Strain Model for Confined Concrete,Journal of Structural Engineering, ASCE, V.114, No.8, August 1988, pp.1804-1826. NZS 3101 :2006, 2006, New Zealand Standard Code of Practice for the Design of Concrete structures, Standards Associations of New Zealand, Wellington, New Zealand Paultre, P., Legeron, L., danMongeau, D., (2001), Influence of Concrete Strength and Transverse Reinforcement Yield Strength on Behavior of High Strength Concrete Column,ACI Structural Journal, V.98, No.4, July-August 2001, pp.490-501 Priestley, M.J.N., Seible F., and Calvi, G.M., 1996, Seismic Design and Retrofit of Beidges, John Wiley & Sons, Inc, Canada Razvi, S., danSaatcioglu, M., (1999), Confinement Model for High-Strength Concrete,Journal of Structural Engineering, ASCE, V.125, No.3, March, pp.281-289. Richart, F.E., Brandtzaeg, A., dan Brown, R.L., (1929), The Failure of Plain and Spirally Reinforced Concrete in Compression,University of Illionis Engineering Experimental Station, Bulletin No. 190, 74 pp Saatcioglu, M., danRazvi, S.R., (1992), Strength and Ductility of Confined Concrete,Journal of Structural Engineering, ASCE, V.118, No.6, June, pp.1590-1607. SNI 03-2834-2000, 2000, Tata Cara Pembuatan Rencana Campuran Beton Normal, Badan Standardisasi Nasional, BSN. SNI 0076, 2008, Tali Kawat Baja, ICS 77.140.65, Badan Standardisasi Nasional, BSN Jakarta Sun, Y.P., Oba, T., Tian, F.S., and Ikeda, T., 1996, Confinement Effect of Transverse Hoops in High-Strength Concrete, Eleventh World Conference on Earthquake Engineering, 11WCEE, Paper no. 1363, Elsevier. Suzuki, M., Akiyama, M., Hong, K., Cameron, I.D., dan Wang, W.L., (2004), Stress-Strain in Model of High-StrengthConcrete Confined by Rectangular Ties,13th World Conference on Earthquake Enguneering, Vanvouver, B.C., Canada, Agust, Paper No. 3330 Sim, J and Yang, K.H., 2009, Flexural Behaviour of Reinforced Concrete Columns Strengthenened with Wire Rope and T-Plate Units, ACI Structural Journal, 106(5), pp 697-705 Yang, K.H., Byun, H.Y., and Ashour, A.F., 2009, Shear Strengthening of Continuous Reinforced Concrete T-Beams Using Wire Rope Units, Engineering Structures, 31, pp 1154-1165.in_ID
dc.identifier.issn2459-9727
dc.identifier.urihttp://hdl.handle.net/11617/7506
dc.description.abstractTulisan ini mengevaluasi efektifitas kinerja kekangan kombinasi wire rope dengan wire mesh. Dua puluh empat buah silinder beton normal yang terbagi dalam 3 kelompok yakni 1) silinder terkekang kombinasi wire rope spasi spiral 2, 4, 6 dan 8 cm dengan satu lapis wire mesh (WRX-M1), 2) variasi spasi wire sama dengan tipe1 kombinasi dengan 2 lapis wire mesh (WRX-M2), 3) spasi wire rope sama dengan tipe 1 dan 2 kombinasi dengan 3 lapis wire mesh(WRX-M3). Silinder diujii dengan pengujian tekan uniaksial. Hasil-hasil uji menunjukan bahwa silinder dengan kekangan kombinasi wire rope dan wire mesh dapat meningkatan kuat tekan silinder dan berdeformasi lebih besar sebelum runtuh. Kuat tekan dan deformasi juga meningkat seiring dengan bertambahnya jumlah lapis wire mesh atau meningkatnya volumetrik kekangan. Peningkatan tegangan puncak kombinasi wire rope dan satu lapis wire mesh (SRX-M1), dua lapis wire mesh (SRX-M2) dan tiga lapis wire mesh (SRX-M3) berkisar antara 1,206-2,634; 1,328-2,634 dan 1,89-2,80 kali tegangan puncak silinder tanpa kekanganin_ID
dc.language.isoidin_ID
dc.publisherUniversitas Muhammadiyah Surakartain_ID
dc.subjectwire ropein_ID
dc.subjectwire meshin_ID
dc.subjectkekanganin_ID
dc.subjectsilinder betonin_ID
dc.subjectkuat tekanin_ID
dc.titlePengaruh Kekangan Kombinasi Wire Rope dan Wire Mesh Terhadap Kuat Tekan Silinder Betonin_ID
dc.typeArticlein_ID


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