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All Journal Sainteks RACIC : Rab Construction Research JRST (Jurnal Riset Sains dan Teknologi) Akselerasi Jurnal Ilmiah Teknik Sipil Proceedings Series on Physical & Formal Sciences CIVeng : Jurnal Teknik Sipil dan Lingkungan Sistem dan Teknik Transportasi Indonesia Jurnal Pengabdian Teknik dan Sains (JPTS) PASAK: Jurnal Teknik Sipil dan Bangunan
Sari, Cremona Ayu Novita
Universitas Muhammadiyah Purwokerto
Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Mechanical Engineering Medicine & Pharmacology Transportation

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PERBANDINGAN GAYA GESER DASAR SEISMIK DI PULAU JAWA MENGGUNAKAN METODE RESPON SPEKTRUM besty afriandini; Cremona Ayu Novita Sari; Arif Kurniawan Suksmono
Racic : Rab Construction Research Vol. 7 No. 2 (2022): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v7i2.3003

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.
Co-Authors Afriandini, Besty Annafis, Hanan Fatur Aprilia Berlina Ferdiani Arif Kurniawan Suksmono Besty Afriandini Besty Afriandini Bidari Sukma Rahmadani Fadhilah Fathul Janah Hidayat, Irfauji Firman Imam Faisal Hamzah Irfauji Firman Hidayat Irfauji Firman Hidayat Juanita Juanita Juanita Juanita Mutia Shafa Dhiya Rahmawati Riyanto, Hanief Attalah Putra sentana, hanif sultonu Suksmono, Arif Kurniawan Sulfah Anjarwati