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In structures located in earthquake-prone parts, energy dissipation capacity is one of the criteria that must be achieved by the structure. For old structures or built long before earthquake regulations were introduced, it becomes very vulnerable to earthquakes, so it necessitates to be anticipated to prevent collapse, and one method that can be done is by jacketing. In this subject field, testing was conducted using a cyclic load on a reinforced concrete square column measuring 300 mm x 300 mm, which jacketing using wire mesh and self-compacting concrete. From the test results, it was found that in specimens jacketed with M6 wire mesh and self-compacting concrete experienced an increase in accumulative energy dissipation by 23.32% with a relatively minor loss of strength.
Badan Standarisasi Nasional Indonesia, SNI 7834:2012 Metode Uji Dan Kriteria Penerimaan Sistem Struktur Rangka Pemikul Momen Beton Bertulang Pracetak Untuk Bangunan Gedung, BSN, Jakarta.
Bett, B. J., Klingner, R. E., Jirsa, J. O. (1988). Lateral Load Response of Strengthened and Repaired Reinforced Concrete Columns, ACI Structural Journal, Vol. 85 (5), 499 – 508.
Eduardo N. B. S., Fernando A. B., Vitor D. S., (2005), Reinforced Concrete Jacketing Interface Inﬂuence on Monotonic Loading Response, ACI Structural Journal, Vol.102 (2), 252 – 257.
Ersoy U., Tankut A. T., & Suleiman R. (1993). Behavior of Jacketed Columns, ACI Structural Journal, 90, 288–293.
Gu D. S., Wu Y. F., Wu G., & Wu Z. S. (2012). Plastic Hinge Analysis of FRP Confined Circular Concrete Columns, Elsevier Journal of Construction and Building Materials 27 (2012), 223 – 233.
Ilki A, Peker O, Karamuk E, Demir C, & Kumbasar N. (2008). FRP Retrofit of Low and Medium Strength Circular and Rectangular Reinforced Concrete Columns, J. Mater. Civ. Eng. 20 (2), 169 – 188.
Kadir A, Satyarno I, Suhendro B, & Triwiyono A. (2016). Perilaku Kolom Yang Diperkuat Kombinasi Wire Rope dan Wire Mesh, Prosiding Seminar Nasional Teknik Sipil 2016, Fakultas Teknik Universitas Muhammadiyah Surakarta.
Lacobucci R. D., Sheikh S. A., & Bayrak O. (2004). Retrofit of Square Concrete Columns with Carbon Fiber Reinforced Polymer for Seismic Resistance, ACI Structural Journal 100 (6), 785 – 794.
Lehman D. E., Gookin S. E., Nacamuli A. M., & Moehle J. P. (2001). Repair of Earthquake Damaged Bridge Columns, ACI Struct. J. 98 (3), 233 – 238.
Legeron F. & Paultre P. (2000). Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load, ACI Structural Journal 97 (4), 591 – 601.
Ma C. K., Apandi N. M., Yung S. C. S., Hau N. J., Haur L. W., Awang A. Z., & Omar W. (2016). Repair and Rehabilitation of Concrete Structures Using Confinement A Review, Elsevier Journal of Construction and Building Materials, 133 (2017), 502 – 515.
Macdonald S. (2008). Concrete: Building Pathology, John Wiley & Sons, New York, USA.
Naryanto, H. S. (2008). Analisis Potensi Kegempaan dan Tsunami di Kawasan Pantai Barat Lampung Kaitannya Dengan Mitigasi dan Penataan Kawasan, Jurnal Sains dan Teknologi Indonesia, 10 (02), 71 - 77.
Okamura H. & Ouchi M. (2003). Self Compacting Concrete, Journal of Advanced Concrete Technology, 1 (1), 5 – 15.
Panjehpour M., Farzadnia N., Demirboga R., & Ali A. A. A. (2016), Behavior of high-strength concrete cylinders repaired with CFRP sheets, J. Civ. Eng. Manage. 22 (1), 56 – 64.
Park R & Paulay (1975). Reinforced Concrete Structures, Jhon Wiley, New York.
Parung H., 2012., Seismic Design of Building, Badan Penerbit UNM, Makassar.
Rodriguez M. & Park R. (1994). Seismic Load Tests on Reinforced Concrete Columns Strengthened by Jacketing, ACI Structural Jounal, 94, 150 – 159.
Seible F., Priestley M. J. N., Hegemier G. A., & Innamorato D. (1997). Seismic Retrofit Of RC Columns with Continuous Carbon Fiber Jackets, Journal of Composites for Construction, May, 52 – 62.
Stoppenhagen D. R., Jirsa J.O, & Wyllie L.A (1995). Seismic Repair and Strengthening of a Severely Damaged Concrete Frame, ACI Struct. J. 92 (2), 177 – 187.
Tsonos A. G. (1999). Lateral Load Response of Strengthened Reinforced Concrete Beam-Column Joints. ACI Structural Journal 1999 : 96(1), 46–56.
Truong G. T., Kim J. C., & Choi K. K. (2017). Seismic Performance of Reinforced Concrete Columns Retrofitted by Various Methods, Elsevier Journal of Engineering Structures, 134 (2017), 217 – 235.
Wu Y. F., Yun Y., Wei Y., & Zhou Y. (2014), Effect of Predamage on the Stress-strain Relationship of Confined Concrete Under Monotonic Loading, J. Struct. Eng. 140 (12) 04014093.
Wuaten H. M., Parung H., Amiruddin A. A., Irmawaty R., (2021). Performance of Retrofitted Square Reinforced Concrete Column using Wire Mesh and SCC Subjected to Cyclic Load, Civil Engineering Journal, 7 (4), 720 – 729.
Wuaten H. M., Parung H., Amiruddin A. A., Irmawaty R., (2021). Kekakuan Kolom Persegi Beton Bertulang Diretrofit Dengan Wire Mesh Akibat Beban Siklik, Prosiding Simposium Nasional Teknologi Infrastruktur Abad 21, Univesitas Gadjah Mada, 150 – 155.
Yuce S.Z., Ercan Y., Yilmaz B., Kivanc T., & Karadogan F. H. (2007). Local Thin Jacketing For The Retroﬁtting of Reinforced Concrete Columns, Struct. Eng. Mech. 27 (5), 589 – 607.
Zhou Y. W., Liu X. M., Sui L. L., Xing F., & Zhou H. J. (2015). Stress–strain Model for Fibre Reinforced Polymer Confined Load Induced Damaged Concrete, Mater. Res. Innov. 19 (sup6) S6 – S12.
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