Re-Analysis of the Prototype Structure of Earthquake-Resistant Flats Built in the Seismic Mitigation Area Central of Borneo

Johan Su, Kraugusteeliana Kraugusteeliana, Defi Irwansyah

Abstract


Indonesia is an earthquake-prone area; to reduce the risk of disasters, it is necessary to construct earthquake-resistant buildings. The concept of earthquake-resistant buildings attempts to make all structural elements into a unified whole that is not easily collapsed by an earthquake. In general, the planning of the structure of an apartment is made of a prototype whose structure is calculated to be earthquake-resistant. However, not all flats are built in earthquake-prone areas. One is in Central Borneo Province, which is not prone to earthquakes. The research aims to determine the comparison of the dimensions and reinforcement requirements on the prototype with Kriteria  Desain  Struktur (KDS) 'BC' Structural Design Criteria compared to structural planning in the Central Borneo Seismic Mitigation Area. Design standards refer to SNI 1727:2013, SNI 2847:2013, SNI 2847-2019, and SNI 1726-2019. The building being studied is the Type 36 Prototype Flat (5 floors) using concrete fc' 22.8 MPa and reinforcing steel my 420 MPa. Research on Columns and Beams' superstructure includes the design of the structural dimensions and reinforcement requirements. Structural dimensions and reinforcement area will be designed efficiently and declared safe by controlling the reinforcement ratio(p). Structural dimensional limitations. Structural calculation analysis using the  ETABS computer application.


Keywords


Prototype, Seismicity Mitigation, Flats, Structures

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References


N. Zaimi, S. Syafriani, T. Rahmat, and A. hamdi, “Pemetaan Bahaya Gempabumi Deterministik Dengan Pendekatan Peak Ground Acceleration (PGA) Di Kota Padang,” Pillar Phys., vol. 11, no. 2, pp. 1–8, 2018.

K. Al IIdrus, “Pembelajaran Fisika Berbasis Masalah Melalui Metode Eksperimen Dan Demonstrasi Ditinjau Dari Kemampuan Menggunakan Alat Ukur Dan Sikap Ilmiah Siswa,” Konstan - J. Fis. Dan Pendidik. Fis., vol. 4, no. 1, pp. 63–71, 2019, doi: 10.20414/konstan.v4i1.43.

N. Maharani, N. Putu Eka Kherismawati, E. Febriani Thalib, I. Made Dedy Setiawan, E. Dwi Krisna, and I. Ayu Putu Febri Imawati, “Sosialisasi Gempa Bumi Dan Antisipasinya Pada Siswa-Siswi Smk Pgri 2 Denpasar Di Desa Tegal Kertha Kecamatan Denpasar Barat Kota Denpasar Provinsi Bali,” J. Bakti Sar., vol. 11, no. 1, pp. 33–38, 2022.

S. Siswanto, Ngatono, and S. Febri Saputra, “Prototype Sistem Peringatan Dini Bencana Gempa Bumi Dan Tsunami Berbasis Internet of Things,” PROSISKO J. Pengemb. Ris. Dan Obs. Sist. Komput., vol. 9, no. 1, pp. 60–66, 2022, doi: 10.30656/prosisko.v9i1.4743.

N. E. Dwiyanti et al., “Analisi Hubungan Magnitudo Gempa Bumi Terhadap Hasil Frekuensi Dominan Pada Rangkaian Gempa Aceh 2004, Yogyakarta 2006, Palu dan Lombok 2018 Sebagai Upaya Mitigasi Bencana,” J. Meteorol. Klimatologi dan Geofis., vol. 7, no. 3, pp. 44–50, 2020, [Online]. Available: https://jurnal.stmkg.ac.id/index.php/jmkg/article/view/203

T. Partuti and A. Umyati, “Pengenalan Upaya Mitigasi Bencana Gempa Bumi Untuk Siswa Sekolah Dasar di Kota Serang,” J. Pengabdi. Din., vol. 1, no. 6, pp. 1–6, 2019.

H. Hendra, L. V. Zulkarnaen, I. Rosanti, and R. Ariyansyah, “Analisis Struktur Gedung Tahan Gempa Dengan Metode Sistem Ganda (Dual System),” Constr. Mater. J., vol. 3, no. 3, pp. 189–196, 2021, doi: 10.32722/cmj.v3i3.4205.

F. H. Jaya, “Analisis Struktur Bangunan Terhadap Beban Horizontal Pada Gedung Rawat Inap Rumah Sakit Dadi Tjokro Dipo Bandar Lampung,” Tek. Sains J. Ilmu Tek., vol. 4, no. 1, pp. 17–24, 2019, doi: 10.24967/teksis.v4i1.635.

T. I. Maulana and S. S. Syarif, “Analisis Struktur Bangunan Rumah Tinggal di Desa Jumoyo yang Berisiko Terhadap Banjir Lahar Dingin Gunung Merapi,” Bull. Civ. Eng., vol. 1, no. 1, pp. 1–5, 2021, doi: 10.18196/bce.v1i1.11049.

A. Prabowo and M. Lutfi, “Analisis Struktur Bangunan Gedung Sekolah akibat Penambahan Ruang Kelas Baru (Studi Kasus di SMK Bina Putera Kota Bogor),” J. Manaj. Aset Infrastruktur Fasilitas, vol. 4, no. 2, pp. 133–148, 2020, doi: 10.12962/j26151847.v4i2.6887.

H. Adeswastoto, Z. Djauhari, and R. Suryanita, “Evaluasi Ketahanan Gempa Dinamik Pada Struktur Bangunan Gedung Tak Terpakai Berumur 25 Tahun,” J. Apl. Tek. Sipil, vol. 18, no. 2, pp. 277–284, 2017.

M. Darmansyah and E. Chairani, “Analisa Struktur Balok Beton Pada Pembangunan Rumah Tempat Usaha 6 Lantai Di Jalan Perniagaan N0.55 Medan,” Jtsip, vol. 1, no. 1, 2022.

R. M. Persada and Sumarman, “Analisis Perencanaan Struktur Hotel Dialog Grace Cirebon Menggunakan Struktur Beton SNI 2013,” J. Konstr. UNSWAGATI CIREBON, vol. 6, no. 5, pp. 463–476, 2017.

I. M. Letra, I. G. G. Wiryadi, I. G. Oka Darmayasa, and N. W. Yuni Astari, “Analisis Dan Perencanaan Balok Beton Bertulang Dengan Sistem Precast in Site,” J. Ilm. Kurva Tek., vol. 10, no. 1, pp. 24–32, 2021, doi: 10.36733/jikt.v10i1.2142.

S. U. Dewi and et al, “Analisis Struktur Balok Beton Bertulang Pada Gedung Fakultas Syariah Kampus Ii Iain Kota Metro,” Tapak, vol. 10, no. 1, pp. 87–94, 2020.

N. G. Apriliani and T. H. Bagio, "Structure of Earthquake Resistant Concrete Building With Dual System Using Sni 1726: 2019," Neutron, vol. 19, no. 2, pp. 1–9, 2020, doi: 10.29138/neutron.v19i2.30.

Z. Al Jauhari, A. K. Nur, R. A. Fitrah, and S. Apriwelni, "Comparative study of SNI 1726:2012 and SNI 1726:2019 guidelines for response spectrum 2D method (study case: GKT II building of Bengkalis State Polytechnic)," E3S Web Conf., vol. 331, pp. 1–7, 2021, doi: 10.1051/e3sconf/202133105004.

Z. Husainy, R. Sucitra, J. T. Sipil, U. Teknologi, Q. Surveyor, and S. Besar, “TINJAUAN ULANG PERHITUNGAN PENULANGAN STRUKTUR BETON BERTULANG PADA GEDUNG BANK NTB SYARIAH MENGGUNAKAN METODE SNI 2847:2019,” vol. 4, no. 2, pp. 28–37, 2023.

. T., "Existing Building Evaluation against SNI (Indonesian National Standards) 1726-2019 Concerning Earthquake Resistance Planning Procedures for Building and Non-Building Structures," Int. J. Innov. Res. Dev., vol. 10, no. 5, pp. 18–25, 2021, doi: 10.24940/ijird/2021/v10/i5/may21020.

H. Ramdhani, “Perencanaan Struktur Atas ( Pelat, Balok, Kolom ) Gedung Rawat Inap Rsud Mitra Batik Kota Tasikmalaya,” J. Ilm. Tek. Sipil, vol. 1, no. 1, pp. 53–63, 2020, doi: 10.36423/jitsi.v1i1.467.




DOI: https://doi.org/10.52088/ijesty.v3i4.472

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