Analisis Kinerja Seismik Gedung dengan Pushover Analysis (Studi Kasus: Gedung Perkantoran Tiga Tingkat yang Runtuh Akibat Gempa Palu 2018) Building Seismic Performance Analysis with Pushover Analysis (Case Study: Three-level Office Building Collapsed Due to the 2018 Palu Earthquake)
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Abstract
Indonesia is an earthquake-prone country. The 2018 earthquake in Palu, Sulawesi, caused significant damage or collapse of the buildings. This research is aimed to evaluate the seismic performance of a three-story office building at Tadulako University and to evaluate what caused the collapse of the building. Evaluation of seismic performance was conducted using the default plastic hinge in SAP2000. The analysis results showed that the plastic hinge occurred first at the end of the beam, followed by the plastic hinge at the end of the column. The performance point from the intersection of the capacity curve and capacity spectrum based on ATC-40 indicated that the performance level of the building was damage control, which means that the building can resist seismic force and has a low risk of human death. These results did not represent the post-earthquake condition in which the building collapsed due to failure of the beam-column joint because the shear reinforcement was not installed in the beam-column joints. Further studies are necessary in order to develop an analysis model, including the failure model of the beam-column joint.
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ASCE. (2000). FEMA 356 - Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington D.C.: Federal Emergency Management Agency.
ATC. (1996). ATC 40 - Seismic Evaluation and Retrofit of Concrete Buildings. California: ATC.
BSN. (2019). SNI 1726:2019 - Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta: Badan Standardisasi Nasional.
BSN. (2020). SNI 1727-2020 - Beban Desain Minimum dan Kriteria Terkait untuk Bangunan Gedung dan Struktur Lain. Jakarta: Badan Standardisasi Nasional.
CSI. (2016). “CSI Analysis Reference Manual for SAP2000, ETABS and SAFE”. California: CSI.
Dewobroto, W. (2006). Evaluasi Kinerja Bangunan Baja Tahan Gempa dengan SAP2000, Jurnal Teknik Sipil, 3(1), 7-24.
JBDPA. (2005). Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings, 2001: Guidelines for Seimic Retrofit of Existing Reinforced Concrete Buildings, 2001 ; Technical Manual for Seismic Evaluation and Seismic Retrofit of Existing Reinforced Concrete Buildings, 2001 : English Version. Japan: JBDPA.
Li, Y., & Sanada, Y. (2017). Seismic Strengthening of Existing RC Beam-Column Joints by Wing Walls, Earthquake Engineering & Structural Dynamics, 46, 1987-2008. https://doi.org/10.1002/eqe.2890
Nugroho, F. (2019). Seismic capacity evaluation of the damaged reinforced concrete building during Palu earthquake 2018. The 4th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM) 2019, Padang, 26-27 September 2019.
Pranata, Y. A. (2006). Evaluasi Kinerja Bangunan Baja Tahan Gempa dengan SAP2000, Jurnal Teknik Sipil, 3(1). 41-52.
Seputro, D. (2009). Analisa Struktur Beton Gedung Bertingkat dengan metode Statik Beban Dorong (Pushover Analysis). Skripsi. Universitas Mataram, Mataram.
Wardi, S., Sanada, Y., Kita, M., Tanjung, J., & Maidiawati. (2018a). Seismic Strengthening of Existing RC Beam-Column Joints by Wing Walls, International Journal on Advanced Science, Engineering and Information Technology, 8(2), 418-425. https://doi.org/10.18517/ijaseit.8.2.4207
Wardi, S., Sanada, Y., Kita, M., Tanjung, J., & Maidiawati. (2018b). Investigation on Implementation of Seismic Detailing of Reinforced Concrete Buildings in West Sumatra Indonesia. The 7th Asia Conference on Earthquake Engineering (7ACEE), Bangkok, 22-25 November 2018.
Wardi, S., Sanada, Y., Saha, N., & Takahashi, S.. (2020). Improving Integrity of RC Beam‐column Joints with Deficient Beam Rebar Anchorage, Earthquake Engineering & Structural Dynamics, 49(3), 234–260. https://doi.org/10.1002/eqe.3229
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