Earthquakes and Structures

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Seismic performance comparison of existing public facilities strengthened with RC jacketing and steel bracing

  • Zu Irfan (Syiah Kuala University) ;
  • Abdullah Abdullah (Civil Engineering Department, Syiah Kuala University) ;
  • Azmeri Azmeri (Civil Engineering Department, Syiah Kuala University) ;
  • Moch. Afiffuddin (Civil Engineering Department, Syiah Kuala University) ;
  • Rifqi Irvansyah (Tsunami and Disaster Mitigation Research Center (TDMRC), Universitas Syiah Kuala (USK))
  • Received : 2022.10.15
  • Accepted : 2023.06.23
  • Published : 2023.07.25
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Abstract

Banda Aceh is one of the areas that sustains the most damage during a natural disaster because it contains so many houses, office buildings, public facilities, and schools. Public structures in coastal areas are highly susceptible to earthquakes, resulting in high casualties and property damage. Several public structures were reconstructed during the reconstruction and rehabilitation period. Because this building is located in an area with a high risk of earthquakes, its capacity must be analyzed initially. Additionally, history indicates that Aceh Province has been struck by numerous earthquakes, including the largest ever recorded in 1983 and the most recent earthquake with a magnitude of 9.3 SR on December 26, 2004. The city of Banda Aceh was devastated by this earthquake, which was followed by a tsunami. The possibility of a large earthquake in Banda Aceh City necessitates that the structures constructed there be resistant to seismic risk. This study's objective was to evaluate the seismic performance of the existing building by applying the method of strengthening the structure in the form of jacketing columns and the addition of steel bracing in order to estimate the performance of the structure using multiple ground motions. Therefore, several public buildings must be analyzed to determine the optimal seismic retrofitting technique.

Keywords

References

  1. Aryandi, D. and Herbudiman, B. (2017), "Pengaruh bentuk bracing terhadap kinerja seismik struktur beton bertulang", J. Online Inst. Teknol. Nas. Band., 3(1), 1-11, https://doi.org/10.26760/rekaracana.v3i1.48. 
  2. Badan Meteorologi Klimatologi dan Geofisika (BMKG) (2020), Data Accelerogram, Badan Meteorologi Klimatologi dan Geofisika, Jakarta, Indonesia. https://www.bmkg.go.id/ 
  3. Badoux, M. and Jirsa, J.O. (1990), "Steel bracing of RC frames for seismic retrofitting", J. Struct. Eng., 116(1), 55-74. https://doi.org/10.1061/(asce)0733-9445(1990)116:1(55). 
  4. Bedi, K. and Nagpur, G. (2013), "Study on methods and techniques of retrofitting", Int. J. Eng. Res. Technol. (IJERT), 2(9), 621-627. https://doi.org/10.17577/IJERTV2IS90071. 
  5. Bousias, S.N., Biskinis, D., Fardis, M.N. and Spathis, A.L. (2007), "Strength, stiffness, and cyclic deformation capacity of concrete jacketed members", Am. Concrete Inst. (ACI) Struct. J., 104(5), 521-531. https://doi.org/10.14359/18854. 
  6. Clough, R.W. and Penzien, J. (1997), Dinamika Struktur Jilid Satu, PT. Gelora Aksara Pratama, Jakarta, Indonesia.
  7. CPWD (2002), Handbook on Repairs and Rehabilitation of RC Buildings, Central Public Works Department, Goverment of India, New Delhi, Delhi, India. 
  8. Diab, Y.G. (1997), "Strengthening of RC beams by using sprayed concrete: experimental approach", Eng. Struct., 20(7), 631-643. https://doi.org/10.1016/S0141-0296(97)00044-8. 
  9. Directorate General of Human Settlements (2007), Pedoman Teknis Pembangunan Bangunan Gedung Negara No: 45/PRT/M/2007, Ministry of Public Works and Housing, Jakarta, Indonesia. 
  10. Altun, F. (2004), "An experimental study of the jacketed reinforced concrete beams under bending", Constr. Build. Mater., 18(8), 611-618. https://doi.org/10.1016/j.conbuildmat.2004.04.005. 
  11. Faustino, P. and Chastre, C. (2005), "Damage effect on concrete columns confined with carbon composites", Am. Concrete Inst. (ACI) Struct. J., 113(5), 951-962. http://doi.org/10.14359/51687916. 
  12. Gusella, F., Lavacchini, G., Orlando, M. and Spinelli, P. (2019), "Axial response of cold-formed steel bracing members with holes", J. Constr. Steel Res., 161, 70-85. https://doi.org/10.1016/j.jcsr.2019.06.015. 
  13. Martinola, G., Meda, A., Plizzari, G.A. and Rinaldi, Z. (2010), "Strengthening and repairing of RC beams with fiber reinforced concrete", Cement Concrete Compos., 32(9), 731-739. https://doi.org/10.1016/j.cemconcomp.2010.07.001. 
  14. Irfan, Z., Abdullah, A. and Afifuddin, M. (2022), "Development of fragility curve based on incremental dynamic analysis curve using ground motion Aceh earthquake", E3S Web of Conferences, 340, 02001. https://doi.org/10.1051/e3sconf/202234002001. 
  15. Kaish, A.B.M.A., Alam, M.R., Jamil, M., Zain, M.F.M. and Wahed, M.A. (2012), "Improved ferrocement jacketing for restrengthening of square RC short column", Constr. Build. Mater., 36, 228-237. http://doi.org/10.1016/j.conbuildmat.2012.04.083. 
  16. Kalkan, E. and Chopra, A.K. (2010), Practical Guidelines to Select and Scale Earthquake Records for Nonlinear Response History Analysis of Structures, Earthquake Engineering Research Institute (EERI), London, UK. 
  17. Karayannis, C.G. and Sirkelis, G.M. (2008), "Strengthening and rehabilitation of RC beam-column joints using carbon-FRP jacketing and epoxy resin injection", Earthq. Eng. Struct. Dyn., 37(5), 769-790. http://doi.org/10.1002/eqe.785. 
  18. Mieczyslaw, K. and Tomasz, T. (2006), "Experimental behaviour of reinforced concrete column models strengthened by CFRP materials", J. Civil Eng. Manag., 12(2), 109-115. http://doi.org/10.3846/13923730.2006.9636382. 
  19. Pacific Earthquake Engineering Research Center (2020), Peer Ground Motion Data Base, Berkeley, CA, USA. http://peer.berkeley.edu/peer_ground_motion_data_base 
  20. Pusat Studi Gempa Nasional (PuSGeN), (2017), Peta Sumber dan Bahaya Gempa Indonesia Tahun 2017, Ministry of Public Works and Housing, Bandung, Indonesia. 
  21. Requena-Garcia-Cruz, M., Morales-Esteban, A., Durand-Neyra, P. and Estevao, J.M.C. (2019), "An index-based method for evaluating seismic retrofitting techniques, application to a reinforced concrete primary school in Huelva", PLOS ONE, 14(4), 0215120. https://doi.org/10.1371/journal.pone.0215120. 
  22. Riad, B., Nasr-Eddine, C. and Habib, M. (2008), "Behaviour of square concrete column confined with GFRP composite warp", J. Civil Eng. Manag., 14(2), 115-120. http://doi.org/10.3846/1392-3730.2008.14.6. 
  23. Romero-Sanchez, E., Morales-Esteban, A., Requena-Garcia-Cruz, M., Zapico-Blanco, B. and de-Miguel-Rodriguez, J. (2020), "Specific seismic retrofitting of a compact reinforced concrete building with X-bracings and steel jackets. Application to a primary school in Huelva", PLOS ONE, 15(9), 0238505. https://doi.org/10.1371/journal.pone.0238505. 
  24. Segovia-Verjel, M., Requena-Garcia-Cruz, M. and de-Justo-Moscardo, E. (2019), "Optimal seismic retrofitting techniques for URM school buildings located in the southwestern Iberian Peninsula", PLOS ONE, 14(10), 0223491. https://doi.org/10.1371/journal.pone.0223491. 
  25. SNI-1726-2019 (2019), Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung, National Standardization Agency, Jakarta, Indonesia. 
  26. SNI-1727-2020 (2020), Beban Desain Minimum dan Kriteria Terkait untuk Perancangan Bangunan Gedung dan Struktur Lain, National Standardization Agency, Jakarta, Indonesia. 
  27. Souza, R.H.F. and Appleton J. (1997), "Flexural behavior of strengthened reinforced concrete beams", Mater. Struct., 30, 154-159. https://doi.org/10.1007/BF02486387. 
  28. Sugiyanto, D., Zulfakriza, Ismail, N., Adriansyah, F., Meilano, I. and dan Hasanuddin, Z.A. (2008), "Analisa deformasi permukaan patahan aktif segmen seulimum dan segmen Aceh", Proceedings of the TDMRC-Unsyiah Disaster Research Seminar, Banda Aceh, Indonesia, April. 
  29. Sukrawa, M., Giri, I.B.D., Deskarta, I.P. and Prayoga, M.H. (2016), "Perkuatan seismik struktur rangka beton bertulang menggunakan breising baja tipe x dan v terbalik", J. Spektr., 4(2), 1. https://doi.org/10.24843/spektran.2016.v04.i02.p10. 
  30. The Aceh Governor, (2020), Pergub no. 65 Tahun 2020; Standar Harga Satuan Pemerintah Aceh Tahun Anggaran 2021, The Aceh Government, Banda Aceh, Indonesia. 
  31. The Government of Banda Aceh, (2022), Harga Bahan Bangunan, Alat, dan Upah Kerja, Public Works and Spatial Planning Department, Banda Aceh, Indonesia. 
  32. Triantafillou, T.C. and Papanicolaou, C.G. (2006), "Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets", Mater. Struct., 39, 93-103. http://doi.org/10.1007/s11527-005-9034-3. 
  33. Tsonos, A.D.G. (2010), "Performance enhancement of R/C building columns and beam column joints through shotcrete jacketing", Eng. Struct., 32(3), 726-740. https://doi.org/10.1016/j.engstruct.2009.12.001. 
  34. Vandoros, K.G. and Dritsos, S.E. (2008), "Concrete jacket construction detail effectiveness when strengthening RC columns", Constr. Build. Mater., 22(3), 264-266. http://doi.org/10.1016/j.conbuildmat.2006.08.019. 
  35. Wiryanto, D. (2005), "Evaluasi kinerja struktur baja tahan gempa dengan analisis pushover", Universitas Pelita Harapan, 2005, 1-28. 
  36. Yong-Ha, H., Keun-Hyeok, Y., Ju-Hyun, M. and Seung-Jun, K. (2020), "Axial performance of RC columns strengthened with different jacketing methods", Eng. Struct., 206, 110179. https://doi.org/10.1016/j.engstruct.2020.110179.