Structural Analysis of the South Sumatra Sports Center and Parking Building Using the Special Moment Resisting Frame System (SRPMK)
DOI:
https://doi.org/10.33603/jki.v14i1.10757Keywords:
SMFS, Strong Column Weak Beam, response spectrum, SNI 1726:2019Abstract
This study evaluates the structural performance of a four-story sports center and parking building in South Sumatra designed using a Special Moment Frame System (SMFS). The building has a total height of 17.55 m, with reinforced concrete structures on floors 1–3 and a steel H-beam system on the fourth floor. The materials used are 30 MPa concrete and 420 MPa reinforcing steel. Structural analysis was performed using STAAD.Pro V8i with the response spectrum method in accordance with SNI 1726:2019, considering site class SE and seismic parameters SDS = 0.434 g and SD1 = 0.363 g. The applied load combinations include gravity and seismic loads in both principal directions. The results show that the maximum interstory drift in X and Y directions is well below the allowable limits, and the structure satisfies the Strong Column–Weak Beam requirement (ΣMnc ≥ 1.2 ΣMnb), ensuring ductile seismic behavior. Design comparison indicates several construction-driven modifications, including changes in column cross-sections and the use of steel framing at the fourth floor, which were verified to remain compatible with the overall structural system. Overall, the structure demonstrates adequate seismic performance and code compliance.
References
[1] Wopari, S. I., & Kurniati, R. (2022). Potensi Kawasan Stadion Lukas Enembe Sebagai Destinasi Wisata Dalam Pengembangan Parwisata Olahraga (Sport Tourism). Jurnal Pengembangan Kota, 10(2), 167–180. https://doi.org/10.14710/jpk.10.2.167-180
[2] Furqani, Affas. Perancangan Pidie Jaya Sport Center. Diss. UIN Ar-Raniry Banda Aceh, 2023. (2022). Perancangan Pidie Jaya Sport Center. Diss. UIN Ar-Raniry Banda Aceh, 2023. 9, 356–363.
[3] Laily, R., Sumajouw, M. D. J., & Wallah, S. E. (2019). Perencanaan Gedung Training Center Konstruksi Beton Bertulang 4 Lantai Di Kota Manado. Jurnal Sipil Statik, 7(8), 1095–1106.
[4] Haryadi, G. D. (2014). Pengaruh Suhu Tempering Terhadap Kekerasan , Kekuatan Tarik dan Struktur Mikro Pada Baja K-460. 1–8.
[5] Purwanto, Herri, and Utari Cakra Wardani. "Pengaruh Penambahan Serbuk Besi Terhadap Kuat Tekan Beton Mutu K225." Jurnal Deformasi 5.2 (2020): 103-112.
[6] Amiwarti, Amiwarti, and Mahipal Mahipal. "Analisa Pengaruh Serbuk Kaca dan Abu Terbang Sebagai Bahan Pengganti Alternatif Terhadap Kuat Tekan Beton." Jurnal Deformasi 4.1 (2019): 1-12.
[7] Firdaus, M. (2005). STAAD 2004 untuk Orang Awam. Maxikom.
[8] Mulyana, Asep, et al. Metode penelitian kualitatif. Penerbit Widina, 2024.
[9] SNI 1726. (2019). Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan nongedung. Jakarta : Badan Standarisasi Nasional.
[10] SNI 2847. (2019). Persyaratan beton struktural untuk bangunan gedung dan penjelasan. Jakarta : Badan Standarisasi Nasional.
[11] SNI 1727. (2020). Beban desain minimum dan kriteria terkait untuk bangunan gedung dan struktur lain. Jakarta : Badan Standarisasi Nasional.
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