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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur MEDIA KOMUNIKASI TEKNIK SIPIL REKA RACANA Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) INTEKNA Teknisia Jurnal Teknik Sipil BANGUN REKAPRIMA FROPIL (Forum Profesional Teknik Sipil) Reviews in Civil Engineering Jurnal UNITEK Jurnal Rekayasa Infrastruktur Sipil Jurnal Pengabdian Masyarakat (ABDIRA) Matriks Teknik Sipil Jurnal Sosial dan Abdimas Jurnal Penelitian Rumpun Ilmu Teknik Jurnal Profesi Insinyur Indonesia
Yudhi Arnandha
Universitas Tidar
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Nursing Social Sciences Transportation Other

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ANALISIS KINERJA STRUKTUR GEDUNG FT E.03 UNIVERSITAS TIDAR TERHADAP GAYA GESER DASAR SEISMIK DENGAN METODE DINAMIK RESPONS SPEKTRUM Setianto, Fajar; Arnandha, Yudhi; Aswadi, Lalu Samsul
Matriks Teknik Sipil Vol 13, No 1 (2025): Juni
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/mateksi.v13i1.98923

Abstract

According to BMKG earthquakes that occurred in Indonesia in 2023 with a minimum magnitude of 5.0 with various depths of 243 times. This condition is due to the geographical location of Indonesia is located between three tectonic plates so prone to earthquakes. Therefore, preventive measures are needed to reduce the impact of earthquakes on the failure of building structures. Faculty Of Engineering Building E.03 Tidar University is planned for 2015 with earthquake resistance Planning Standards in accordance with SNI 1726:2012. The planning standard has been revised to SNI 1726: 2019. Therefore, re-analysis according to the latest standards is required to determine the safety of the structure. Analysis using dynamic spectral response method. The maximum deviation of the roof ring beam in the x direction is 49.52 mm and the y direction is 61.25 mm. The largest shear force in the x direction is 7113.99 kN and the y direction is 6971.90 kN. The structural performance level is immediate occupancy with a roof drift ratio in the x direction of 0.0024 and y direction of 0.0030. Faculty of Engineering Building E.03 Tidar University has the ability to withstand earthquake forces with no damage to the structure. Keywords: dynamic response spectrum; seismic base shear force; structural performance level
Co-Authors Achmad Rafi'ud Darajat Agita, Sherindea Permata Ahmad Lukman Rifai Ali Awaludin Ali Murtopo Ali Murtopo Ali Murtopo Anis Rakhmawati Anis Rakhmawati Arfiati FArdhani, Arfiati Aswadi, Lalu Samsul Ayu Pusdikawarsi Narendrani Istiqomah Bambang Surendro Belatrix, Nur Noviana Bharata, Risma Wira Budi Suswanto Dedy Firmansyah Dedy Firmansyah Dedy Firmansyah, Dedy Elmi Nur Sayekti Evi Puspitasari Fahri, Misbakhul Fajar Susilowati Iman Satyarno Indraswari, Mufida Jualiana, Ervananda Putri Julian Winantun Triniko Khoirun Ni’am Muhammad Djaeni Muhammad Haidar Irfansyah Muhammad Hari Nugroho Muhammad Rifki Attib Brizi Muhammad Zaeni Naeni, Heni Faidatul Nur Ahmad Husin Pandhini, Kadarosi Dyah Riadhi Ahyar Riris Nur Anisah Rizki Lukman Saleh Rizki Maulana Sandi Prabowo Sapto Nisworo Setianto, Fajar Siti Afidatul Khotijah, Siti Afidatul Tatas Tatas Titan Adya Safara Titis Wijaksono Triniko, Julian Winantun Utami, Martiana Riawati Wahyu Adi Pratama Wahyu Seno Aji Wicaksono, Teguh Mulyo Yulida Army Nurcahya yuwana, dwi sat agus