PERBANDINGAN ANALISA STRUKTUR DINDING GESER DAN SRPMK PADA GEDUNG 8 LANTAI
DOI:
https://doi.org/10.37971/radial.v13i1.538Keywords:
Shear Wall, SMRF, ETABS, DisplacementAbstract
The advancement of technology in society has significantly impacted urban development, particularly in Gorontalo Province, leading to increased mobility and activity among residents. This has resulted in the growth of residential buildings, places of worship, educational institutions, and shopping centers, with structures increasingly expanding vertically due to population growth. This study aims to compare the structural analysis of an 8-story reinforced concrete building using two lateral load-resisting systems: the Shear Wall System and the Special Moment-Resisting Frame (SMRF) System, analyzed using ETABS software. The findings reveal distinct structural behaviors between the two systems. The shear wall system exhibited a maximum inter-story drift of 38.367 mm in the x-direction and 7.840 mm in the y-direction, while the SMRF system showed 23.272 mm (x-direction) and 37.492 mm (y-direction). The most notable difference was observed in the y-direction, where the shear wall system demonstrated significantly lower drift values compared to the SMRF system. This indicates that the shear wall system provides better resistance to lateral displacements in high-rise buildings under similar conditions.
References
Abate, M., Evangelista, A., & Tam, V. (2023). Comparative Response Spectrum Analysis on 15- and 50-Story Reinforced Concrete Buildings Having Shear Walls with and without Openings as per EN1998-1 Seismic Code. Buildings. https://doi.org/10.3390/buildings13051303
Agus, A., & Cahya, F. O. (2022). Analisis Perbandingan Desain Struktur Gedung Beton Bertulang Sistem Rangka Pemikul Momen Khusus (Srpmk) Dan Sistem Ganda (Dual System) Di Kota Padang. Ensiklopedia of Journal, 4(4), 14–20.
Ahamad, S., & Pratap, K. (2020). Dynamic analysis of G + 20 multi storied building by using shear walls in various locations for different seismic zones by using Etabs. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2020.08.014
Badan Standar Nasional, (2019). Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung.BSN. Jakarta. (SNI 1726;2019)
Badan Standar Nasional, (2020). Beban Minimum Untuk Perancangan Bangunan Gedung dan Struktur Lain.BSN. Jakarta. (SNI 1727;2020)
Badan Standar Nasional, (2019).Persyaratan Beton Struktural Untuk Bangunan Gedung.BSN. Jakarta. (SNI 2847;2019)
Blume, J. A., Newmark, N. M., & Corning, L. H. (1961). Design of multistory reinforced concrete buildings for earthquake motions. Portland Cement Association.
Bongilwar, R., Harne, V., & Chopade, A. (2018). Significance of Shear Wall in Multi-Storey Structure With Seismic Analysis. IOP Conference Series: Materials Science and Engineering, 330. https://doi.org/10.1088/1757-899X/330/1/012131
Chopra, A. K. (2012). Dynamics of Structures: Theory and Applications to Earthquake Engineering (4th ed.). Pearson Education.
Diniar, R. A., & Ryanto, M. (2020). Analisis Perilaku Struktur Gedung 15 Lantai Dengan Sistem Pengaku Dinding Geser (Shear Wall) Tipe C-Shape| Terhadap Beban Gempa Rencana Berdasarkan Sni Gempa 1726: 2012. Prosiding SoBAT (Seminar Sosial Politik, Bisnis, Akuntansi Dan Teknik) Universitas Sangga Buana YPKP, 1–10.
Han, T., & Tesfamariam, S. (2023). Numerical analysis of CLT shear walls using high-fidelity model: Connection to building system. Journal of Building Engineering. https://doi.org/10.1016/j.jobe.2023.106458
Handayani, N. K., Setiawan, B., & Nurchasanah, Y. (2022). Perencanaan Dinding Geser pada Gedung Kuliah 7 Lantai dengan Sistem Ganda. Prosiding Seminar Nasional Teknik Sipil UMS, 9–15.
Gunawan, R. (2015) Dasar-dasar perencanaan bangunan tahan gempa. Edisi ke-2. Yogyakarta: Penerbit Andi.
Jaiswal, R., & Mahajan, A. (2023). Comparative analysis of building with shear wall & diagrid structure. IOP Conference Series: Earth and Environmental Science, 1110. https://doi.org/10.1088/1755-1315/1110/1/012033
Khairudin, M. A., & Ryanto, M. (2023). Analisis struktur gedung berlantai dengan Shear Wall Tube Type terhadap beban gempa. Sistem Infrastruktur Teknik Sipil (SIMTEKS), 3(2), 260.
Khelaifia, A., Chebili, R., & Zine, A. (2023). Impact of the position and quantity of shear walls in buildings on the seismic performance. Asian Journal of Civil Engineering, 1–12. https://doi.org/10.1007/s42107-023-00824-w
Maro, R., Rifai, A., Umar, U. H., & Isradi, M. (2024). Bibliometric Review: Performance Analysis of Multi Story RC Building’s Structure Depending on the Types of Slabs With Shear Wall. OPSearch: American Journal of Open Research. https://doi.org/10.58811/opsearch.v3i7.118
Mibang, D., & Choudhury, S. (2021). Damage index evaluation of frame-shear wall building considering multiple demand parameters. Journal of Building Pathology and Rehabilitation, 6, 1–12. https://doi.org/10.1007/s41024-021-00134-1
Prathama, A., Teguh, M., & Saleh, F. (2021). Response analysis of a multi-story building structure with a variety of horizontal irregularities and shear wall geometries. IOP Conference Series: Earth and Environmental Science, 933. https://doi.org/10.1088/1755-1315/933/1/012008
Qur’ani, D. Y., & Sulaksitaningrum, R. (2025). Performance and Cost Comparison of Building Structures with SRPM and Shearwall in Seismic Dynamic Analysis. Journal La Multiapp. https://doi.org/10.37899/journallamultiapp.v6i2.2046
Rohman, I., Rahardianto, T., & Lestari, A. D. L. (2025). ALTERNATIVE SHEAR WALL DESIGN ON POLINEMA AC BUILDING STRUCTURE. Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK). https://doi.org/10.33795/jos-mrk.v6i1.5891
Septina, S. (2020). DESAIN BANGUNAN TAHAN GEMPA 21 LANTAI DENGAN SISTEM GANDA. https://consensus.app/papers/desain-bangunan-tahan-gempa-21-lantai-dengan-sistem-ganda-septina/69e892960ec25167b87671506586641f/
Sharma, S., & Tiwary, A. (2021). Analysis of multi-story buildings with hybrid shear wall: steel bracing structural system. Innovative Infrastructure Solutions, 6. https://doi.org/10.1007/s41062-021-00548-3
Simatupang, F. O., Kurniawan, R., & Haris, S. (2023). Analisis Struktur Beton Bertulang Tahan Gempa Untuk Berbagai Variasi Tinggi Bangunan. Jurnal Talenta Sipil, 6(2), 413–425.
Struktur, P., Rangka, G., Bertulang, B., Dinding, D., Tipe, G., Pemikul, L., Khusus, M., Furqonittaqo, R., & Nurhidayatullah, E. F. (2020). COMPARISON OF CONCRETE REINFORCED BUILDING STRUCTURES AND SLID WALL TYPE L SPECIAL MOMENTS. https://consensus.app/papers/comparison-of-concrete-reinforced-building-structures-struktur-khusus/80a8e593df6153648b5e275a21507c1a/
Subaga, M. R., Garnida, H., & Ryanto, M. (2022). Analisis Perilaku Struktur Gedung 15 Lantai Dengan Pengaku Dinding Geser (Shear Wall) Tipe Side Wall| Terhadap Beban Gempa Rencana Berdasarkan Sni Gempa 1726: 2012. Sistem Infrastruktur Teknik Sipil (SIMTEKS), 2(1), 95–107.
Trimurtiningrum, R., Andaryati, A., Sarya, G., Febrianno, G. R. R. F., & Fitriyati, E. N. (2021). Studi Perbandingan Perilaku Gedung Beton Bertulang Menggunakan Sistem Ganda Dengan Dinding Geser Dan Bresing Terhadap Beban Gempa. Axial: Jurnal Rekayasa Dan Manajemen Konstruksi, 9(3), 133–138.
Usmat, I., Anggraini, N., Imran, I., & Sultan, M. A. (2019). Analisa letak dinding geser (shear wall) terhadap perilaku struktur gedung akibat beban gempa. Techno, 8(2), 297–307.
Yadav, K., & Singh, T. (2024). Dynamic Analysis of Multi-Storey Building for Minimization of Lateral Displacement due to Earthquake Using Shear Wall. Panamerican Mathematical Journal. https://doi.org/10.52783/pmj.v34.i4.1873
