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dc.contributor.authorKadir, Abdul
dc.contributor.authorSatyarno, Iman
dc.contributor.authorSuhendro, Bambang
dc.contributor.authorTriwiyono, Andreas
dc.date.accessioned2015-12-22T01:52:41Z
dc.date.available2015-12-22T01:52:41Z
dc.date.issued2015-05-19
dc.identifier.citationAhmad, S.H., dan Shah, S.P., (1985), “Behavior of Hoop Confined Concrete under High Strain Rrates” ,ACI Journal, September-October, 1985,pp.634-64. Assa, B., Nishiyama, M., dan Watanabe, F., (2001), “New Approach for Modelling Confined Concrete, I: Circular Concrete” Journal of Structural Engineering, V.127, No.7, July, pp.743-750 Azizinamini, A., Corley, W.G., dan Johal, L.S.P., (1994), “Effects of Transverse Reinforcement on Seismic Performance of Columns” ACI Structural Journal, V.89, No.4, July-August 1994, pp.442-450. Braga, F., dan Laterza, M., (1998), “A New Approach to the Confinement of R/C Columns” 11th EuropeanConference on Earthquake Engineering © 1998 Balkema, Rotterdam, ISBN 90 5410 982 3. Braga, F., Gigliotti, R., dan Laterza, M., (2006), “Analytical Stress–Strain Relationship for Concrete Confined by Steel Stirrups and/or FRP Jackets” Journal of Structural Engineering © ASCE September 2006, Vol. 132, No. 9, pp.1402–1416. Cusson, D., dan Paultre, P., (1994), “High Strength Concrete Columns Confined by Rectangular Ties” Journal of Structural Engineering, ASCE, V.120, No.3, March, pp.783-804 Eid, R., Dancygler, A.N., dan Paultre, P., (2010), “Stress-Strain Curve for Concrete in Cyrcular Columns Based on Elastoplastic Analysis” Material Structures (2010) Vol. 43 pp 63-79 Fattah, A., Rasheed, H., dan Esmaeily, A., (2013), “LRFD Software for Design and Actual Ultmate Capacity of Confined Rectangular Columns” Final Report, Kansas Departement of Transportation, pp 4-58 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. Hoshikuma, J., Kawashima, K., Nagaya, K., dan Taylor, A.W., (1997), “Stress-Strain Model for Confined Reinforced Concrete in Bridge” Journal of Structural Engineering, ASCE, V.123, No.5, May 1997, pp.624-633 Karabinis, A.I., dan Kiousis, P.D., (1994), “Effects of Confinement on Concrete Columns: Plasticity Approach” Journal of Structural Engineering, ASCE, V.120, No.9, September, pp.2747-2767 Karabinis, A.I., dan Kiousis, P.D., (1996), “Strength and Ductility of Rectangular Concrete Columns: A Plasticity Approach” Journal of Structural Engineering, ASCE, V.122, No.3, March, pp.267-274 Legeron, F., dan Paultre, P., (2003), “Uniaxial Confinement Model for Normal and High-Strength Concrete Columns” Journal of Structural Engineering, ASCE, V.129, No.2, February, pp.241-252 Li, B., dan Park, R., (2004), “Confining Reinforcement for High Strength Concrete Columns” ACI Structural Journal, V.101, No.3, May-June 2004, pp.314-324. Li, B., Park, R., dan Tanaka, H., (2001), “Stress-Strain Behavior of High Strength Concrete Confined by Ultra-High and Normal Strength Transverse Reinforcements” ACI Structural Journal, V.98, No.3, May-June, pp.395-406. Lokuge, W.P., Sanjayan, J.G., dan Setunge, S., (2005), “Stress-Strain Model for Laterally Confined Concrete” Journal of Material in Civil Engineering, V.17, No.6, December, pp.607-616 Madas, P., dan Elnashai, A.S., (1992), “A New Passive Confinement Model for the Analysis of Concrete Structures Subjected to Cyclic and Transient Dynamic Loading” Earthquake Engineering and Structural Dynamic, Vol.-21, pp. 409-431 Mander, J.B., Priestley, M.J., dan Park, R., (1983), “Seismic Design of Bridges Piers” ,PhD Thesis, University of Canterbury, Christchurch, New Zealand, pp.164-180 Mander, J.B., Priestley, M.J., dan Park, R., (1988), “Theoretical Stress – Strain Model for Confined Concrete” Journal of Structural Engineering, ASCE, V.114, No.8, August 1988, pp.1804-1826. Nakatsuka, T., Nakagawa, H., dan Suzuki, K., (1995), “Strength – Deformation Characteristic of Confined Concrete and Spiral Reinforcement ; of High Strength” Concrete 95 Toward Better Concrete Studies, 1995, pp.427-469. Park, R., dan Paulay, T., (1975), “Reinforced Concrete Structures” John Wiley & Sons. Inc USA. pp. 11-47. Paultre, P., Legeron, L., dan Mongeau, 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 Paultre, P., Legeron, F., dan Savard, C., (2000), “Use of High-Yield Strength Materials in Seismic Zone: A Strategic Approach” Proceeding WCEE-12, 0816. Priestley, M.J.N., Seible, F., dan Calvi, G.M., (1996), “Seismic Design and Retrofit of Brisges” John Wiley & Sons. Inc. USA. Razvi, S., dan Saatcioglu, 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., 2010, “Seismic Retrofit of Reinforced Concrete Columns”, University of Ottawa Saatcioglu, M., dan Yalcin, C., 2003, “External Prestressing of Concrete Columns for Improved Seismic Resintance”, ASCE, Journal of Structural Engineering, August, 1057-1070pp Saatcioglu, M., dan Razvi, S.R., (2002), “Displacement Based Design of Reinforced Concrete Columns for Confinement” ACI Structural Journal, V.99, No.1, January-February, pp.3-11 Saatcioglu, M., dan Baingo, D., (1999), “Circular High-Strength Concrete Columns Under Simulated Seismic Loading” Journal of Structural Engineering, ASCE, V.125, No.3, March, pp.272-280 Saatcioglu, M., dan Razvi, S.R., (1992), “Strength and Ductility of Confined Concrete” Journal of Structural Engineering, ASCE, V.118, No.6, June, pp.1590-1607. Sakai, K., dan Sheikh, S.A., (1989), “What Do We Know about Confinement in Reinforced Concrete Columns? (A Critical Review of Previous Work and Code Provisions)” ACI Structural Journal, V.86, No 2,. Mar-Apr.1989, pp.192-207. Sargin, M., Ghosh, S.K., dan Handa, V.K., (1971)” Effects of Lateral Reinforcements upon the Strength and Deformation Properties of Concrete” Magazine of Concrete Research, Vol. 23, 99-110pp. 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 Tan,T.H., dan Nguyen, N.B., (2005), “Flexural Behavior of Confined High Strength Concrete Column” ACI Structural Journal, V.102, No.2, March-April, pp.198-205. Xiao, Y., dan Yun, H.W., (2002), “Experimental Studies on Full-Scale High-Strength Concrete Columns” ACI Structural Journal, V.99, No.2, March-April 2002, pp.199-207 Yalcin, C., 1997, “Seismic Evaluation and Retrofit of Existing Reinforced Concrete Bidge Columns”, Dissertation Philosophy Doctor, University of Ottawa, Canada. Yang, K.H., Ashour, A.F., dan Lee, E.T., 2009, “Axial behavior of Reinforced Concrete Short Columns Stengthened with Wire Rope and T-Shaped Steel Plate Unit”, Magazine of Concrete Research, No 2. Mach, 143-154pp Yarandi, M.S., Saatcioglu, M., dan FOO, S., 2004, “Rectangular Concrete Columns Retrofitted bay External Prestressing for Seismic Shear Resistance”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.in_ID
dc.identifier.issn2459-9727
dc.identifier.urihttp://hdl.handle.net/11617/6475
dc.description.abstractPengaruh dan efektifitas pengekangan terhadap kemampuan berdeformasi dan peningkatan kuat tekan elemen beton terus menjadi isu dan bahan kajian yang menarik terutama pada zona-zona yang sensitif dan rawan terhadap gempa. Tulisan ini mengevaluasi perilaku kurva tegangan-regangan melalui serangkain uji silinder yang dikekang wire rope dengan derajat pengekangan yang bervariasi. Delapan buah Silinder beton berukuran strandar 150mm x 300mm dengan spasi spiral; 2, 4, 6 dan 8 cm diuji dengan pengujian tekan uniaksial. Hasil-hasil uji menunjukan bahwa wire rope dapat meningkatkan kuat tekan silinder dan berdeformasi lebih besar sebelum runtuh.in_ID
dc.language.isoidin_ID
dc.publisherUniversitas Muhammadiyah Surakartain_ID
dc.subjectdeformasiin_ID
dc.subjectkuat tekanin_ID
dc.subjectkekanganin_ID
dc.subjectsilinder betonin_ID
dc.subjecttegangan-reganganin_ID
dc.subjectwire ropein_ID
dc.titlePengaruh Kekangan dengan Wire Ropein_ID
dc.typeArticlein_ID


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