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All Journal JURNAL KARYA TEKNIK SIPIL Bangunan SIKLUS: Jurnal Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil Borneo Engineering : Jurnal Teknik Sipil Jurnal Karinov Jurnal Pengabdian, Pendidikan dan Teknologi Jurnal Graha Pengabdian Jurnal Pasopati : Pengabdian Masyarakat dan Inovasi Pengembangan Teknologi Aptekmas : Jurnal Pengabdian Kepada Masyarakat Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Jurnal Pengabdian Vokasi JURNAL SIPISSANGNGI: Jurnal Pengabdian Kepada Masyarakat Jurnal Pengabdian Kepada Masyarakat Jurnal Teknik Sipil
M. Mirza Abdillah Pratama
Universitas Negeri Malang
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Journal : Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil

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Evaluasi Kinerja Struktur Gedung Bertingkat Menggunakan Pendekatan Desain Berbasis Kinerja (Studi Kasus: Gedung Pendidikan Rangka Beton Bertulang 7 Lantai) Saifulloh Fatah Pangestu; M Mirza Abdillah Pratama
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Vol 10 No 2 (2021): Cantilever
Publisher : Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2579.103 KB) | DOI: 10.35139/cantilever.v10i2.110

Abstract

In Indonesia, earthquake-resistant structures are governed by SNI as design codes, which are updated on a regular basis. As a result, existing buildings with outdated requirements must be reviewed so that the building's performance may be assessed in light of the most recent codes. Pushover analysis and direct displacement-based design are used to characterize the real condition of the building in order to assess its performance. The 7-story reinforced concrete building structure in this study was designed according to SNI 03-2847-2002 and SNI-1726-2002. This structure will be evaluated utilizing the FEMA 440 and FEMA 356 procedures, as well as SNI 1726:2019. The results show that the structure meets the minimal performance limit criteria (which is life safety) in terms of displacement and drift values from the pushover analysis, based on FEMA 356 and FEMA 440 performance levels. The evaluation indicates better structural response parameter values (R, Ω0, and Cd) than that of SNI 1726:2019, indicating that the building performance is good and capable of withstanding the design earthquake load.
Co-Authors Ahmad Difa Aflah Anggini Fitria Astutik Anie Yulistyorini Aprilia Ratna Ningtyas Aris Ichwanto, Muhammad Armelia Tsalsa Pradina Azizah, Ziadatul Christian Hadhinata Christian Hadhinata Cynthia Permata Dewi Dewi, Prahasti Tri Tungga Dilasari, Ayuerma Edi Santoso Gilang Idfi Han Ay Lie Julieta Eka Yudho Putri Kartika Indah Wahyuni Karyadi Karyadi Kikiy Mega Nurmawati Lusty Mustikasari Moch. Febrian Andi Mohammad Musthofa Al Ansyorie Muhammad Adzin Rifqi Ramdani Muntarwikhi, Soimun Norma Anis Rahayu Nurmawati, Kikiy Mega Pixel Joshua Syebat Aprilido Prahasti Tri Tungga Dewi Purwanto Purwanto Rahayu, Norma Anis Rizki Susilowati Roro Roro Saifulloh Fatah Pangestu Selviska Pangestu Septiana Dyah Sugmana Putri Siti Nur Rahmah Anwar Sri Umniati Susanto, Prijono Bagus Syafa Aqilla Fadya Ummi Afifatul Mufida Vemi Widoanindyawati W., Ovita Dewi Sandra Widya Damayanthi Ziana Nur Afdila