PUSHOVER STUDY ANALYSIS OF PGRI FACULTY OF ENGINEERING BUILDING

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Dwi Kurniati
Pelipus Bali Loko

Abstract

The Faculty of Engineering Faculty of Engineering Building of PGRI Yogyakarta (UPY) is planning to be on medium ground, with a height of 7 floors functioned as a lecture hall.This building needs to be simulated the thrust of the earthquake load, in order to know the performance of the building.The purpose of this research is to want to know the performance value of poit direction x and direction y and performance level based on ATC 40 from upy engineering faculty building.Research method with the help of Etabs v16 software, in accordance with the guidelines of the National Standardization Agency namely SNI 1726-2012 and SNI 2847-2013.The results of the study obtained a peformance point value for push x 0.004 of 0.004 and push y of 0.003.As well as the level of performance is Immediate Occupancy (IO) which can be interpreted that in the event of an earthquake the structure is able to withstand an earthquake, the building does not suffer structural and non structural damage so that the building can be directly reused.

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References

[1] B. S. N. Indonesia, Peta Sumber Bencana. Jakarta, 2017.
[2] B. S. N. Indonesia, Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung. Jakarta, 2019.
[3] S. Rachmad, “Evaluasi Kinerja Beton Bertulang Dengan Analisis Statik Non Linier (Puhover Analysis) Menggunakan Program Bantu SAP2000 (Studi Kasus: Gedung Bagian Utara Kampus 1 Universitas Teknologi Yogyakarta),” Yogyakarta, Indonesia, 2015.
[4] C. Comartin, R. Niewiarowski, and C. Rojahn, “ATC-40 Seismic evaluation and retrofit of concrete buildings,” SSC 96, vol. 1, 1996.
[5] D. Kurniati, “Kajian Analisis Pushover Untuk Performance Based Design Pada Awana Condotel Yogyakarta,” J. Rekayasa Sipil, vol. 6, no. 1, pp. 85–93, 2018.
[6] R. D. Sandhi, A. Wibowo, and A. SMD, “Kajian analisis pushover untuk performance based design pada gedung fakultas ilmu sosial dan politik (fisip) Universitas Brawijaya,” J. Mhs. Jur. Tek. Sipil, vol. 1, no. 3, p. pp-1390, 2017.
[7] T. Sugriantoro and D. Kurniati, “Evaluasi Kinerja Seismik Gedung Layanan Alumni Universitas Negeri Yogyakarta Dengan Analisis Pushover Berdasarkan ATC-40 Menggunakan ETABS Software.” University Technology Yogyakarta, 2020.
[8] R. H. P. R. Bambang Kusuma Prihadi, D. Kurniati, and B. K. Prihadi, “Evaluasi Kinerja Struktur Bangunan Menggunakan Pushover Analysis Dengan Metode ATC-40 dan FEMA 356,” J. PenSil, vol. 9, no. 1, pp. 40–46, Jan. 2020, doi: 10.21009/jpensil.v9i1.14021.
[9] B. S. N. Indonesia, Beban Minimum Untuk Perencanaan Bangunan Gedung dan Struktur Lain. Jakarta., 2019.