Analisis Ketidakberaturan Struktur Horizontal dan Vertikal Tower Mesjid Rahmah Kota Langsa Menggunakan SNI 1726:2019

Authors

  • Muhammad Riswandy Universitas Samudra
  • Haikal Fajri Universitas Samudra
  • Muhammad Zacky Ardhyan Universitas Samudra
  • Awalu Rahman Universitas Samudra

DOI:

https://doi.org/10.55123/insologi.v4i3.5417

Keywords:

Earthquake, Horizontal and Vertical Structural Irregularities, Mosque Tower

Abstract

This study aims to analyze the response of a high-rise building to horizontal and vertical structural irregularities in a multi-story structure. The subject of the study is the Rahmah Mosque Tower, located at Jl. Lilawangsa, Gampong Paya Bujuk Tunong, Langsa Baro District, Langsa City, Aceh. This tower exhibits both horizontal and vertical irregularities, which can influence its behavior under applied lateral and vertical loadsThe structural behavior is evaluated by examining the building’s response to horizontal and vertical irregularities effect induced by seismic loading. The method for seismic loads are analyzed using dynamic response spectrum analysis in accordance with SNI 1726:2019, implemented in ETABS v18.1.1. Results indicate that failure in the Rahmah Mosque Tower is governed by beam collapse due to insufficient flexural capacity under seismic forces, whereas the columns are adequate to resist earthquake loads. Horizontally, the tower exhibits Type 1b and Type 1a irregularities, as well as Horizontal-Torsional Irregularity. Type 1a. Vertically, it displays Mass (weight) Irregularity and Vertical Geometric Irregularity. These irregularities could significantly affect a building's safety, stability, and structural efficiency. Designs that fail to calculate these irregularities may pose serious risks of damage, both under static and dynamic conditions.

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References

Alfredo, Sjah, J., Rarasati, A. D., & Trigunarsyah, B. (2024). Analysis and Design of Irregular Structure using Building Information Modelling Integration. Case Study: Laboratory Tower. E3S Web of Conferences, 517, 05023. https://doi.org/10.1051/e3sconf/202451705023

Badan Standardisasi Nasional. (2019). SNI 1726:2019 Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung. www.bsn.go.id

Bekele, B. N. (2022). Effect Of Vertical Irregularity On Fundamental Period And Stability Of Reinforced Concrete Building. Journal of University of Shanghai for Science and Technology, 24(02), 147–156. https://doi.org/10.51201/JUSST/22/0172

Ginting, J. I., Purwandito, M., & Ardhyan, M. Z. (2022). KAJIAN PENEMPATAN DINDING GESER PADA BANGUNAN RUSUNAWA BERLANTAI 5 DENGAN VARIASI BEARING WALL (Vol. 03).

Hidayat, I., & Andryan. (2024). Analysis of type X bracing on irregular building structure. IOP Conference Series: Earth and Environmental Science, 1324(1), 012003. https://doi.org/10.1088/1755-1315/1324/1/012003

Huang, X., Lv, Y., Chen, Y., Qi, L., Zhu, X., & Hu, X. (2021). Performance‐based seismic design of the outrigger of a high‐rise overrun building with asymmetric vertical setback in a strong earthquake area. The Structural Design of Tall and Special Buildings, 30(5). https://doi.org/10.1002/tal.1834

Karimi, N., & Sarem, R. (2021). Seismic response of multi-storey building using different vibration technique-A review. International Journal of Innovative Research and Scientific Studies, 4(1), 1–13. https://doi.org/10.53894/ijirss.v4i1.49

Kurniati, D., Eka Faisal Nurhidayatullah, & Samsul A Rahman Sidik Hasibuan. (2022). Rapid Assessment of Earthquake Threat Vulnerability in Campus 3 of University of Technology Yogyakarta Based on Android Application. International Journal of Engineering Technology and Natural Sciences, 4(2), 119–127. https://doi.org/10.46923/ijets.v4i2.178

Nadiar, F., Zega, B. C., Dani, H., Suprapto, Sari, S. F. M., Prasetyono, P. N., & Zulfikar, A. R. (2024). Comparative analysis of deviation in high buildings based on earthquake load SNI 1726:2012 and SNI 1726:2019. E3S Web of Conferences, 513, 01008. https://doi.org/10.1051/e3sconf/202451301008

Netsanet Bekele, B. (2022). Effect Of Setback Irregularity On Elastic Seismic Demand Of Reinforced Concrete Building. Journal of University of Shanghai for Science and Technology, 24(02), 182–193. https://doi.org/10.51201/JUSST/22/0242

Nursyamsi, N., Tarigan, J., Harahap, M., Winata, H. A., & Hani, S. (2022). KAJIAN STRUKTUR ISTANA MAIMUN DALAM MERESPON GAYA GEMPA. In Juni (Vol. 8, Issue 1).

Orchidentus, R., Wantalangie, F., Pangouw, J. D., & Windah, R. S. (2016). ANALISA STATIK DAN DINAMIK GEDUNG BERTINGKAT BANYAK AKIBAT GEMPA BERDASARKAN SNI 1726-2012 DENGAN VARIASI JUMLAH TINGKAT. Jurnal Sipil Statik, 4(8), 471–480.

Pamungkas, A., Larasati, K. D., & Iranata, D. (2022). Building emergency infrastructure requirement to enhance urban resilience for earthquake: A case study of Surabaya building regulation. IOP Conference Series: Earth and Environmental Science, 1095(1), 012007. https://doi.org/10.1088/1755-1315/1095/1/012007

Pechorskaya, S. A., Galishnikova, V. V., Gebreslassie, S. B., & Damir, H. Y. (2021). Structural analysis of high-rise building using ETABS and RSA software. Structural Mechanics of Engineering Constructions and Buildings, 17(2), 133–139. https://doi.org/10.22363/1815-5235-2021-17-2-133-139

Penempatan, K., Geser, D., Dan, …, Ramadhan, P., & Purwandito, M. (2021). KAJIAN PENEMPATAN DINDING GESER PADA GEDUNG RUSUN BERLANTAI 5 DENGAN VARIASI FRAME WALLS STUDY ON PLACEMENT OF SLIDING WALLS ON BUILDING 5 FLOOR FLOOR WITH VARIATION OF FRAME WALLS. 2(2).

Reinoso, E., Quinde, P., Buendía, L., & Ramos, S. (2021). Intensity and damage statistics of the September 19, 2017 Mexico earthquake: Influence of soft story and corner asymmetry on the damage reported during the earthquake. Earthquake Spectra, 37(3), 1875–1899. https://doi.org/10.1177/8755293020981981

Sobuz, Md. H. R., Meraz, Md. M., Saha, A., Akid, A. S. M., Hasan, N. Md. S., Rahman, M., & Safayet, Md. A. (2024). Performance assessment of various seismic resistant systems for a multistory structure in different seismic zones of Bangladesh. Journal of Engineering, Design and Technology, 22(3), 718–738. https://doi.org/10.1108/JEDT-11-2021-0656

Sumiaty, S., Batjo, S. H., Taqwin, T., Pani, W., Silfia, N. N., Usman, H., Ramadhan, K., Kusumawati, D. E., Aslinda, W., Ndama, M., Supetran, I. W., Patompo, M. F. Dg., Condeng, B., Junaidi, J., Kolomboy, F., Zainul, Z., Sulaeman, D. S., Novarianti, N., Saharudin, S., & Nilasanti, N. M. R. (2023). Edukasi Mitigasi Kesehatan Reproduksi pada Masyarakat Desa Sibalaya Utara dan Sibalaya Selatan, Kabupaten Sigi, Sulawesi Tengah. Poltekita: Jurnal Pengabdian Masyarakat, 4(1), 268–275. https://doi.org/10.33860/pjpm.v4i1.1654

Suquillo, B., Rojas, F., & Massone, L. M. (2024). Seismic Performance Evaluation of a Chilean RC Building Damaged during the Mw8.8 Chile Earthquake. Buildings, 14(4), 1028. https://doi.org/10.3390/buildings14041028

Suranto, J., Aswin, M., & Nursyamsi, N. (2024). Evaluasi Ketentuan Keamanan Model Struktur dan Level Kinerja dari Bangunan Beton Bertulang Eksisting Akibat Beban Gempa. Action Research Literate, 8(3), 480–491. https://doi.org/10.46799/arl.v8i3.320

Tjahjono, B. (2022). PENGARUH SIMPANGAN LATERAL TERHADAP PENGUNAAN HUNCH PADA GEDUNG BETON BERTULANG AKIBAT BEBAN GEMPA. Jurnal Penelitian Jalan Dan Jembatan, 2(2). https://doi.org/10.59900/ptrkjj.v2i2.88

Xu, Z., Zhao, J., Bai, G., & Ding, Y. (2024). Multidimensional Seismic Response Analysis of Large-Scale Steel-Reinforced Concrete Frame-Bent Structures in CAP1400 Nuclear Power Plant. Buildings, 14(5), 1318. https://doi.org/10.3390/buildings14051318

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Published

2025-06-15

How to Cite

Muhammad Riswandy, Haikal Fajri, Muhammad Zacky Ardhyan, & Awalu Rahman. (2025). Analisis Ketidakberaturan Struktur Horizontal dan Vertikal Tower Mesjid Rahmah Kota Langsa Menggunakan SNI 1726:2019 . INSOLOGI: Jurnal Sains Dan Teknologi, 4(3), 490–501. https://doi.org/10.55123/insologi.v4i3.5417

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