PERBANDINGAN GAYA GESER DASAR SEISMIK DI PULAU JAWA MENGGUNAKAN METODE RESPON SPEKTRUM

Authors

  • besty afriandini Universitas Muhammadiyah Purwokerto
  • Cremona Ayu Novita Sari Universitas Muhammadiyah Purwokerto
  • Arif Kurniawan Suksmono Universitas Muhammadiyah Purwokerto

DOI:

https://doi.org/10.36341/racic.v7i2.3003

Keywords:

Gaya geser dasar seismik, SNI 1726-2012, SNI 1726-2019,

Abstract

In 2019 the National Standards Agency of Indonesia officially set the earthquake-resistant building planning standard, SNI 1726-2019, revising the previous standard, SNI 1726-2012. Changes in several parameters of earthquake resistance will affect changes in the spectrum response as an earthquake load. This study aims to compare the value of the seismic base shear using the response spectrum method with the application of SNI 1726-2012 and SNI 1726-2019 in 6 cities on the Java Island, namely Banten, Jakarta, Bandung, Semarang, Yogyakarta, and Surabaya. Structural modeling using SAP 2000 software and the analysis method used is the response spectrum method. The x-direction seismic base shear based on SNI 1726-2019 at 6 locations is 2666,184 ; 2537,047 ; 3225,123 ; 2829,838 ; 3202,125 and 2333,256 kN. The y-direction seismic base shear on SNI 1726-2019 produces 2783,057 ; 2648,228 ; 3366,417 ; 2953,858 ; 3342.421 and 2435.54 kN. The seismic base shear in the x-direction and the y-direction in 6 cities reviewed based on SNI 1726-2019 shows a bigger than SNI 1726-2012. The largest seismic base shear based on SNI 1726-2012 and SNI 1726-2019 in the X-direction and Y-direction are in the city of Bandung, concur to the results of the Response Spectrum calculations of the two regulations, which show the largest value is in the city of Bandung.

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References

Aditya, B., Galuh, D. and Shulhan, M.A. (2021) ‘Pengaruh Perubahan SNI 1726:2012 Menjadi SNI 1726:2019 Untuk Nilai Gaya Geser Dasar Statik Ekivalen (Studi Kasus Gedung Kampus Di Provinsi Jawa Tengah)’, Jurnal.Ustjogja.Ac.Id, pp. 13–23.

Afnan, Y. A. K., Shulhan, M. A., & Yasin, I. (2020) ‘Perbandingan Respons Spektrum Gempa Antara SNI 1726-2012 Dan SNI 1726-2019 Di Indonesia’, Jurnal.Ustjogja.Ac.Id, pp. 36–42. Available at: https://jurnal.ustjogja.ac.id/index.php/renovasi/article/view/9114/3698.

Badan Standarisasi Nasional (2012) ‘Standar Nasional 1726-2012 tentang Tata Cara Perencanaan Tahan Gempa untuk Struktur Bangunan Gedung dan Non Gedung’.

Badan Standarisasi Nasional (2019) ‘Standar Nasional 1726-2019 tentang Tata Cara Perencanaan Tahan Gempa untuk Struktur Bangunan Gedung dan Non Gedung’.

Darmawan, R.R., Susanti, E. and Fitriyah, D.K. (2021) ‘Studi Komparasi Parameter Respon Spektrum Gempa SNI 1726 2012 Terhadap SNI 1726 2019’, pp. 139–145.

Desain Spektra Indonesia (no date a). Available at: http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/ (Accessed: 24 February 2022).

Desain Spektra Indonesia (no date b). Available at: http://rsa.ciptakarya.pu.go.id/2021/ (Accessed: 24 February 2022).

Patria, A.S.N. (2021) ‘Perbandingan Parameter Spektrum Respons Desain SNI 1726:2012 Dengan SNI 1726:2019 Pada 39 Kabupaten/Kota Di Pulau Jawa’, Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil, 4(1), pp. 126–134. doi:10.31602/jk.v4i1.5336.

RSA (no date). Available at: http://rsapuskim2019.litbang.pu.go.id/ (Accessed: 24 February 2022).

Sari Farlianti, S. (2019) ‘Perhitungan Respon Spektra Percepatan Gempa Kota Palembang Berdasarkan Sni 1726;2019 Sebagai Revisi Terhadap Sni 1726;2012’, Teknika, 6(2), pp. 167–177.

Sobah, A., Sodik, N. and Andayani, R. (2021) ‘Desain Struktur Rangka Momen Beton’, Jurnal Rekayasa Sipil (JRS-UNAND), 17(1), pp. 1–12.

Sutjipto, S. and Sumeru, I. (2021) Anomaly phenomena on the new indonesian seismic code sni 1726:2019 design response spectra, Lecture Notes in Civil Engineering. Springer Singapore. doi:10.1007/978-981-33-6311-3_43.

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Published

2022-12-31

Issue

Vol. 7 No. 2 (2022): DESEMBER

Section

Articles

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