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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Sinergi Program Kreativitas Mahasiswa - Penelitian Semesta Teknika Jurnal Teknik Sipil Bulletin of Civil Engineering Journal of the Civil Engineering Forum
Taufiq Ilham Maulana
Universitas Muhammadiyah Yogyakarta
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering

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Probabilitas Tingkat Kerapuhan pada Bangunan Masjid Beton Bertulang Bertingkat Rendah Akibat Beban Seismik Prayuda, Hakas; Maulana, Taufiq Ilham; Fattiha, Desti Lailatul Mufida; Haq, Muhammad Mundzirul; Husna, Renita
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 31, Nomor 2, DESEMBER 2025 (IN PROGRESS)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v31i2.66061

Abstract

Building collapse is one of the leading causes of casualties during an earthquake. It is necessary to assess the resistance of the building in seismic performance in order to reduce and prevent earthquake-related damage and building collapse. With this evaluation, it is possible to predict the probability of building damage in the event of an earthquake. This study evaluates the performance of mosque buildings using the fragility curve to determine the probability level of damage. As one of the nations with the largest number of mosques in the world, Indonesia faces the challenge of overcoming the possibility of earthquake damage to the mosque buildings. In addition, many mosque buildings were built based on mutual cooperation without using detailed technical calculations. Therefore, an evaluation of the mosque structure is essential. This study employs a STERA 3D numerical simulation utilizing earthquake time history data. In this study variation, five types of earthquake time history data are utilized. Additionally, the irregular shape of the building is one of the factors under investigation. By performing a pushover analysis, the output of the capacity curve for calculations using the HAZUS method is obtained, allowing for the generation of a seismic fragility curve. The evaluation results show that different variations of time history data produce different levels of probability of damage.
Co-Authors Aditya Riski Taufani Anam, Ariq Naufal Anam, Ariq Naufal Aris Susanti Bagus Soebandono Erlinda, Risky Dwi Fadillawaty Saleh, Fadillawaty Fattiha, Desti Lailatul Mufida Fauzan, Okta Marzantio Hakas Prayuda Haq, Muhammad Mundzirul Husna, Renita Ismayana, Raka Putra Ismayana, Raka Putra Musofa Musofa Nugroho, Bintang Noorohmad Wahyu Nugroho, Bintang Noorohmad Wahyu Paudel, Satish Puji Utomo Putra, Firhan Mahreza Yunanto Salsabila, Bella Soebandono, Bagus soebandono, Bagus Soebandono, Bagus Sofyan Sahuri Syarif Susanti, Aris