Analisis Perilaku Struktur Gedung Bertingkat dengan Variasi Kolom Komposit Outside Steel, Inside Steel dan Baja Konvensional Terhadap Beban Gempa
DOI:
https://doi.org/10.29103/tj.v16i2.1421Keywords:
composite structure, outside steel, inside steel, structural stiffness, story driftAbstract
Abstrak
Kekuatan elemen-elemen utama struktur bangunan gedung bertingkat harus diperhitungkan dengan baik agar dapat secara efektif menahan beban gempa terutama di daerah rawan gempa. Kolom merupakan salah satu elemen yang sangat penting dalam struktur bangunan bertingkat yang berfungsi mendistribusi beban aksial dan lateral sampai ke fondasi. Kekuatan kolom memiliki peran penting dalam keseluruhan kekuatan, stabilitas dan keamanan struktur akibat beban gempa. Seiring perkembangan teknologi struktur dan material konstruksi, beberapa variasi kolom mulai dikembangkan. Penelitian ini bertujuan untuk membandingkan kinerja struktur gedung bertingkat dengan menggunakan tiga variasi kolom yaitu kolom komposit outside steel, inside steel dan kolom baja konvensional. Kinerja struktur yang ditinjau meliputi kekakuan, simpangan antar lantai dan respon seismik lainnya. Penelitian dilakukan dengan menggunakan perangkat lunak analisis struktur berbasis metode elemen hingga. Hasil penelitian menunjukkan bahwa kolom komposit outside steel memberikan kinerja struktur terbaik dengan kekakuan struktur terbesar dan simpangan antar lantai terkecil.
Kata kunci: struktur komposit, outside steel, inside steel, kekakuan struktur, simpangan
Abstract
The strength of primary structural components must be carefully considered to ensure that buildings can effectively resist seismic loads, particularly in earthquake-prone regions. Columns are essential structural elements in multi-story buildings, responsible for transferring axial and lateral loads to the foundation. Their performance plays a crucial role in ensuring the overall strength, stability, and safety of buildings. Advances in construction technology and materials have led to the development of various column types to improve performance. This study compares the structural behavior of multi-story buildings using three column types: composite columns with outside steel, inside steel, and conventional steel columns. Key performance indicators include lateral stiffness, inter story drift, and seismic responses. Finite element analysis was conducted using consistent design parameters and loading conditions to ensure objective evaluation. The results show that composite columns with outside steel provide the best structural performance, with greater lateral stiffness and reduced drift.
Keywords: composite structure, outside steel, inside steel, structural stiffness, story drift
References
Ahmed, S.S. and Kalurkar, L.G. (2017) ‘Effectiveness of Use of Special Shaped Beams & Colums in Elongating the Fundamental Time Period to Improve the Response of R.C. Structures’, International Journal of Civil Engineering and Technology, 8(11), pp. 474–481.
Apriani, W. and Rahmat, H. (2020) ‘Review Design Struktur Beton Bertulang Terhadap Struktur Baja Pada Struktur Gedung Di atas Tanah Lunak’, Teras Jurnal : Jurnal Teknik Sipil, 10(1). Available at: https://doi.org/10.29103/tj.v10i1.254.
Ayuddin, A. (2020) ‘Global Structural Analysis of High-Rise Hospital Building Using Earthquake Resistant Design Approach’, SINERGI, 24(2), p. 95. Available at: https://doi.org/10.22441/sinergi.2020.2.003.
Erizal, E., Arrafi, N.R. and Mentari, S. (2024) ‘Evaluation of Seismic Performance of Sabilulungan 99 Tower Structure in Bandung Regency with Nonlinear Pushover Static Analysis Method’, Media Komunikasi Teknik Sipil, 30(2), pp. 166–176. Available at: https://doi.org/10.14710/mkts.v30i2.65172.
Fauzi, M.Z., Wahyuni, E. and Suswanto, B. (2018) ‘Modifikasi Perencanaan Struktur Gedung Apartemen Brooklyn Alam Sutera menggunakan Struktur Komposit Baja-Beton dengan Sistem Rangka Berpengaku Eksentris’, Jurnal Teknik ITS, 7(1), pp. 6–11. Available at: https://doi.org/10.12962/j23373539.v7i1.29171.
İnce, E.G. and Özkal, F.M. (2024) ‘Optimization of Structural Steel Used in Concrete-Encased Steel Composite Columns via Topology Optimization’, Applied Sciences (Switzerland), 14(3). Available at: https://doi.org/10.3390/app14031170.
Jiang, Y., Castro, M. and Monteiro, R. (2018) ‘Seismic Performance of Composite Structures Made with Concrete-Filled Steel Tubular Member’, in.
Kutlu, I. and Soyluk, A. (2024) ‘A comparative approach to using photogrammetry in the structural analysis of historical buildings’, Ain Shams Engineering Journal, 15(1). Available at: https://doi.org/10.1016/j.asej.2023.102298.
Le, T.T. et al. (2022) ‘Numerical analysis of square concrete-filled double-skin tubular columns with outer stainless-steel tube’, Structural Concrete, 23(5). Available at: https://doi.org/10.1002/suco.202100649.
Nannan, Z. et al. (2020) ‘Bearing capacity of composite shear wall incorporating a concrete-filled steel tube boundary and column-type reinforced wall’, Advances in Structural Engineering, 23(10). Available at: https://doi.org/10.1177/1369433220911156.
Ostetto, L. et al. (2023) ‘Influence and effectiveness of horizontal diaphragms and cladding wall panels on the seismic behaviour of precast RC industrial buildings’, Engineering Structures, 285. Available at: https://doi.org/10.1016/j.engstruct.2023.116046.
Ostrowski, K., Dudek, M. and Sadowski, Ł. (2020) ‘Compressive behaviour of concrete-filled carbon fiber-reinforced polymer steel composite tube columns made of high performance concrete’, Composite Structures, 234. Available at: https://doi.org/10.1016/j.compstruct.2019.111668.
Paredes, J. et al. (2025) ‘Impact of Structural Stiffness on Vibration Periods of Concrete Buildings: A Systematic Review’, Materials, 18(11), p. 2612. Available at: https://doi.org/10.3390/ma18112612.
Prayuda, H. et al. (2023) ‘Pengaruh Ketidakberaturan Bentuk Bangunan Beton Bertulang Bertingkat Tinggi Terhadap Perilaku Seismik’, Jurnal Teknik Sipil, 30(2), pp. 307–320. Available at: https://doi.org/10.5614/jts.2023.30.2.17.
Propika, J., Fitriyah, D.K. and Septiarsilia, Y. (2020) ‘Analisa Perbandingan Kolom Komposit Inside Steel dan Outside Steel terhadap Kapasitas Tahanan Aksial dan Momen’, Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia, 5(2), p. 62. Available at: https://doi.org/10.33366/rekabuana.v5i2.1947.
Rozylo, P. et al. (2021) ‘Experimental-numerical failure analysis of thin-walled composite columns using advanced damage models’, Materials, 14(6). Available at: https://doi.org/10.3390/ma14061506.
Septian, N., Turuallo, G. and Sulendra, I.K. (2022) ‘Kinerja Portal Struktur Gedung Tahan Gempa dengan Sistem Ganda Menggunakan Metode Pushover Analysis’, REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development, pp. 35–42. Available at: https://doi.org/10.22487/renstra.v3i1.405.
SNI 1726 : (2019) Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung.
SNI 1729 : (2020) Spesifikasi untuk Bangunan Gedung Baja Struktural.
Taufik, S. and Tjahjono, B. (2019) ‘3D ANSYS Modeling Behaviour of Encased Steel Composite Column with Wide Flange and Hollow Section’, International Journal of Mechanics and Applications, 2019(1).
Wang, D. et al. (2023) ‘Eccentric Compression Properties of FRP–Concrete–Steel Double-Skin Square Tubular Columns’, Polymers, 15(12). Available at: https://doi.org/10.3390/polym15122642.
Wariyatno, N.G. et al. (2020) ‘Load-carrying capacity and failure mode of composite steel-concrete truss element under monotonic loading’, in IOP Conference Series: Materials Science and Engineering. Available at: https://doi.org/10.1088/1757-899X/982/1/012032.
Zhang, J.H. et al. (2024) ‘Behaviour of cold-formed concrete-filled dual steel stiffened tubular short columns’, Journal of Constructional Steel Research, 213. Available at: https://doi.org/10.1016/j.jcsr.2023.108381.
Zhao, Z. et al. (2022) ‘Effects of Reserve Capacity on Seismic Response of Concentrically Braced Frames by Considering Brace Failure’, Materials, 15(13), p. 4377. Available at: https://doi.org/10.3390/ma15134377.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 Copyright (c) Rosi Nursani, Yusep Ramdani, M. Syarif Al Huseiny, Ade Usep Riswandi
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors retain copyright and grant Teras Jurnal the right of first publication. Articles are licensed under the Creative Commons Attribution-ShareAlike 4.0 International License (CC BY-SA 4.0). Authors may distribute the published version with acknowledgment of its first publication in Teras Jurnal.
