Analisis Kerusakan Struktur Bangunan dan Manajemen Bencana Akibat Gempa Bumi, Tsunami, dan Likuifaksi di Palu
Analysis of Building Structure Damage and Disaster Management Due to Earthquake, Tsunami, and Liquefaction in Palu
Abstract
The strong column-weak beam is a design concept that needs to be implemented and considered in the planning of building structures (high-rise and low-rise buildings). Generally, structural failure occurs at beam-column joints. Such failure occurred due to the lack of attention to good and correct design concepts. The detailing of reinforcement for columns, beams, and beam-column connections has not yet fully implemented the SNI-2847-2019 standard which results in the reinforcement cannot withstand the combination of tensile, compressive, and shear forces that occur during an earthquake. In addition, the incomplete design of strong column-weak beam in building planning causes the building to fail in the column structure when receiving axial forces. The purpose of this study was to analyze the structural damage and the disaster management system applied during the earthquake in Palu. The research is carried out by investigation/survey methods on the study area as well as checking and recording the data about damage condition of buildings and conducting a hammer test (non-destructive test) to get the strength value of the concrete. Testing result showed the compressive strength value of the f’c concrete used is 20 to 48 MPa. In addition, the details of stirrups reinforcement are also not fully understood about their function on beams and columns, which results in the installation of stirrup reinforcement does not meet the criteria for bending angles of 90˚, 135˚, 180˚ and the addition of tensile and compressive reinforcement lengths. The high potential for earthquake hazard causes Palu and its surroundings tend to have an earthquake risk. For this reason, it is necessary to implement disaster mitigation for Palu region, which aims to reduce the number of casualties when natural disasters occur, both human and property loses.
Downloads
References
Anidhea, N. O. (2021). Identifikasi Karakteristik Struktur Tanah Dan Mitigasi Bencana Likuifaksi di Sulawesi Tengah. Prosiding Seminar Nasional Fisika (SNF), 144–150.
Badan Standardisasi Nasional. (2019). SNI 03-2847-2019 Persyaratan beton struktural untuk Bangunan Gedung. Badan Standardisasi Nasional.
Badan Standarisasi Nasional. (2013). SNI 2847 : 2013 Persyaratan Beton Struktural untuk Bangunan Gedung. Badan Standardisasi Nasional.
Badan Standarisasi Nasional. (2019). SNI 2847:2019 Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan (SNI 2847:2019). Badan Standardisasi Nasional.
BNPB. (2010). Buku Panduan Pengenalan Karakteristik Bencana dan Upaya Mitigasi-nya di Indonesia. Badan Nasional Penanggulangan Bencana.
Casita, C. B., Sarassantika, I. P. E., & Sulaksitaningrum, R. (2020). Behaviour of Rectangular Concrete Filled Tubes and Circular Concrete Filled Tubes under Axial Load. Journal of Applied Sciences, Management and Engineering Technology, 1(1), 14–20. https://doi.org/10.31284/j.jasmet.2020.v1i1.868
Hodgetts, T. J., & Jones, K. M. (2002). Major Incident Medical Management and Support (2nd ed.). BMJ Books.
Khoeri, H. (2021). Pemilihan Metode Perbaikan dan Perkuatan Struktur Akibat Gempa (Studi Kasus Pada Bank Sulteng Palu). Jurnal Konstruksia, 12(1), 93–104. https://doi.org/10.24853/jk.12.1.93-104
Kurniayanti, M. A. (2012). Peran Tenaga Kesehatan Dalam Penanganan Manajemen Bencana. Jurnal Ilmiah Kesehatan Media Husada, 1(1), 85–92.
Madutujuh, N. (2018). Sistem Struktur dan Pondasi Bangunan Tahan Gempa, Retakan tanah, Liquifaksi, Aliran Tanah dan Gelombang Tsunami untuk daerah Palu. Seminar Rehabilitasi Dan Mitigasi Pasca Bencana Gempa Palu 28 Sept 2018, January, 1–30.
Nehe, E., Simanjuntak, P., & Tampubolon, S. P. (2021). Evaluation of the Performance of High-Rise Building Structures with Plan “H” Shaped for Earthquake with Height Increase (Case Study: Apartment Urban Sky-Bekasi). IOP Conference Series: Earth and Environmental Science, 878(1), 012053. https://doi.org/10.1088/1755-1315/878/1/012053
Nie, X., Zhang, S., Jiang, T., & Yu, T. (2020). The Strong Column–Weak Beam Design Philosophy in Reinforced Concrete Frame Structures: A Literature Review. In Advances in Structural Engineering. https://doi.org/10.1177/1369433220933463
Nugroho, F., Tanjung, J., Maidiawati, & Zaidir. (2018). Observasi Kerusakan Struktur Gedung Beton Bertulang Eksisting Pasca Gempa Palu 2018. Andalas Civil Engineering (ACE) Conference, 539–546.
Pristanto, A. I. (2011). Upaya Peningkatan Pemahaman Masyarakat Tentang Mitigasi Bencana Gempa Bumi Di Desa Tirtomartani Kecamatan Kalasan Kabupaten Sleman Provinsi Daerah Istimewa Yogyakarta. Universitas Negeri Yogyakarta (UNY).
Pujianto, A., Faizah, R., Monika, F., & Prayuda, H. (2019). Penilaian Cepat Bangunan Sekolah Pasca Gempa Bumi Palu. Buletin Profesi Insinyur, 2(2), 2019. https://doi.org/10.20527/bpi.v2i2.46
Pusat Studi Gempa Nasional (PusGen). (2018). Kajian Gempa Palu Provinsi Sulawesi Tengah 28 September 2018 (M7.4).
Tampubolon, S. P. (2020). Analisa Perilaku Balok Beton Bertulang dengan Menggunakan Simulasi VecTor2. Jurnal Rekayasa Konstruksi Mekanika Sipil (JRKMS), 03(02), 55–64. https://doi.org/10.54367/jrkms.v3i2.898
Tampubolon, S. P. (2021a). Analisa Perbandingan Hasil Pengujian Laboratorium dan Simulasi Pada Balok Beton Bertulang. PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 10(1), 195–210. https://doi.org/10.22225/pd.10.1.2632.195-210
Tampubolon, S. P. (2021b). Analisis Kekuatan Geser Pada Hubungan Balok-Kolom Interior Beton Bertulang. JCEBT (Journal of Civil Engineering Building and Transportation), 5(1), 56–63. https://doi.org/10.31289/jcebt.v5i1.3731
Tampubolon, S. P. (2022). Struktur Beton I.
Tampubolon, S. P., Wang, C. Y., & Wang, R. Z. (2020). Numerical Simulations of the Bond Stress-Slip Effect of Reinforced Concrete on the Push Over Behavior of Interior Beam-Column Joint. IOP Conference Series: Materials Science and Engineering. https://doi.org/10.1088/1757-899X/725/1/012028