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All Journal Media Teknik Sipil Jurnal RAP Jurnal Sains dan Pendidikan Fisika AL-TA´LIM Jurnal Penelitian Hutan dan Konservasi Alam Jurnal Penelitian Hutan Tanaman Lentera Pendidikan : Jurnal Ilmu Tarbiyah dan Keguruan Medika Tadulako Aksara Astonjadro Islamika: Jurnal Keislaman dan Ilmu Pendidikan Journal of Teaching dan Learning Research JEKPEND Jurnal Ekonomi dan Pendidikan Jurnal Al-Taujih : Bingkai Bimbingan dan Konseling Islami PRODU-Prokurasi Edukasi (Jurnal Manajemen Pendidikan Islam) JENTRE Healthy Tadulako Journal (Jurnal Kesehatan Tadulako) Pedagogy : Jurnal Pendidikan Matematika JENTRE: Journal of Education, Administration, Training and Religion Jurnal Konsepsi Jurnal Ilmu Hukum, Humaniora dan Politik (JIHHP) Jurnal Ilmiah Pendidikan Dasar (JIPDAS) International Journal of Architecture and Urbanism ARZUSIN: Jurnal Manajemen dan Pendidikan Dasar UNESA Journal of Chemical Education Riwayat: Educational Journal of History and Humanities Pedagogi : Jurnal Pendidikan dan Pembelajaran JURNAL PEMERINTAHAN POLITIK ANGGARAN DAN ADMINISTRASI PUBLIK Sipakaraya : Jurnal Pengabdian Masyarakat Journal of Social and Scientific Education Jurnal Pendidikan Refleksi
Nursyamsi Nursyamsi
Faculty of Islamic Education and Teacher Training, Imam Bonjol of Padang West Sumatra
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Energy Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Medicine & Pharmacology Neuroscience Nursing Physics Public Health Social Sciences Transportation Other

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Journal : International Journal of Architecture and Urbanism

 1 
Analysis of SCWB Ratio on Collapse Probability of SRPMK Concrete Structures Lubis, Syarbaini; Tarigan, Johannes; Nursyamsi, Nursyamsi
International Journal of Architecture and Urbanism Vol. 8 No. 3 (2024): International Journal of Architecture and Urbanism
Publisher : Talenta Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32734/ijau.v8i3.18210

Abstract

The Bank Indonesia Medan Office, built in 1907, is an example of an old building requiring seismic resilience evaluation. This article investigates the impact of the Strong Column-Weak Beam (SCWB) ratio on the collapse probability of SRPMK concrete structures using spectrum response and linear time history analyses. Ground motions from Niigata (Mw 6.63), Tohoku (Mw 9.12), and Miyagi (Mw 7.15) earthquakes were utilized. Findings indicate that the existing structure does not meet seismic resilience standards per SNI 1726:2019 and SNI 2847:2019. Structural modifications are necessary with an SCWB ratio of 1.2 to ensure adequate seismic resistance. The analysis reveals that the largest inter storey drift and displacement occur during the Niigata earthquake, while the maximum base shear is recorded in spectrum response analysis. Performance evaluation of the structure shows that the collapse probability remains within the Immediate Occupancy (IO) level. This article underscores the critical role of the SCWB ratio in determining collapse probability and provides recommendations for structural design improvements.
Study on the Effect of Variation in Number of Panels on Natural Frequency Chairuman, Zaki; Tarigan, Johannes; Nursyamsi, Nursyamsi
International Journal of Architecture and Urbanism Vol. 8 No. 3 (2024): International Journal of Architecture and Urbanism
Publisher : Talenta Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32734/ijau.v8i3.18231

Abstract

This study investigates the effect of varying the number of panels on the natural frequency and mode shape of truss bridges. Using a steel frame bridge as a case study, three different panel configurations (8, 10, and 12 panels) were analyzed through the Damped-DOF System and ABAQUS software. The results show that bridges with fewer panels exhibit lower natural frequencies, while those with more panels have higher frequencies due to increased stiffness. Furthermore, the mode shape analysis indicates that bridges with fewer panels experience greater deformations, potentially impacting their dynamic performance. This research emphasizes the importance of optimizing the number of panels in bridge design to enhance both stiffness and dynamic force resistance. Future research may explore the influence of other structural parameters on natural frequency and mode shape.
Co-Authors Abd. Qudus T, Abd. Abdul Hamid Abdul Kadir Adriana Adriana Adriantoni, Adriantoni Ahmad Fudhail  Majid Ahmad, Nurasiah Al Hamdany, M. Zuljalal Alexander Kurniawan Sariyanto Putera Alinurdin, M Alting, Halisa Amaliah, Nur Andika, Putri Rahmadani Anisyah, Anisyah Aprianti Ode, Canggi Araliya Bakar, Badarol Hisham Abu Bugawati, Bungawati Chairuman, Zaki Chairunnisa, Siti Efendi, Erwatul Elli Yane Bangkele Fajri*, Suryadi Fakhrunnisaa, Nur Faulina, Irviani Fitriani, Wina Destria Hadija Hadija Harun, Despita Hasanah, Andi Uswatun Haslinda Haslinda, Haslinda Hasriadi, Hasriadi Hidaya, Nurul Hidayat, Mutmainna Ika Puji Hastuty, Ika Puji Ivan Indrawan, Ivan Johanes Tarigan Juminah, Juminah Jusniar Jusniar, Jusniar Khaeril, Khaeril Kirana, Sashi Zahra Lilis Suryani Lubis, Syarbaini Lutfi, Alim Marfiyanti, Marfiyanti Mirda, Mirda Munawir, Ahmad Munir, Nilam Permatasari Nessa, Happy Ode, Canggi Araliya Aprianti Putri Rahmadani, Putri Qadriah, Nurul nurulqadriah13@gmail.com Rachmawati, Nita Rasuna, T Yuan Raupu, Sumardin Roni Faslah Sahrani, Nurul Difa Sermal Sermal Siahaan, Ruth Navratilova Silvia Greis, Silvia St. Marwiyah, St. Suhartati Suhartati TARIGAN, Johannes Telaumbanua, Irmansyah Putra Tri Setyawati Ulaini, Nisa Utari, Dian Wiratman, Arwan Zulfahman Siregar