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All Journal Media Konstruksi : Jurnal Ilmiah Teknik Sipil JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Media Konstruksi : Jurnal Ilmiah Teknik Sipil
Muhammad Rizal
Universitas Halu Oleo
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Engineering Materials Science & Nanotechnology Transportation

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TINJAUAN PERENCANAAN DETAIL STRUKTUR KOLOM PADA REVITALISASI TERMINAL PENUMPANG TYPE A PUUWATU TERHADAP SNI 2847-2019 Masykur Kimsan; Sindi Meilani; Muhammad Rizal
Media Konstruksi : Jurnal Ilmiah Teknik Sipil Vol 7, No 3 (2022)
Publisher : PRODI D3 TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/jmk.v7i3.28287

Abstract

Perkembangan penelitian kolom dalam menahan gaya seismik telah berlangsung sangat pesat seiring dengan perkembangan teknologi material beton dan baja, baik dari segi kekuatan maupun keberlanjutan. Hal ini diikuti pula oleh berkembanganya pedoman perencanaan untuk struktur bangunan gedung di Indonesia. Sebagai salah satu bangunan publik, pekerjaan gedung terminal penumpang type A puuwatu Kota Kendari, khususnya perencanaan detailing kolom, perlu diuji kesesuainnya terhadap SNI 2847-2019. Hal ini penting untuk mengetahui apakah perencanaan detailing kolomnya sudah memenuhi persyaratan terkini. Studi perbandingan ini menunjukkan detailing kolom sudah sesuai dengan ketentuan yang disyaratkan dalam SNI 2847-2019, untuk menahan beban gempa.
Evaluasi Kapasitas Struktur Eksisting Akibat Perubahan Fungsi Bangunan (Studi Kasus Gedung Tribun AA Rifai Kabupaten Bombana) Muhammad Rizal; Rahmin; Masykur Kimsan
MEDIA KONSTRUKSI Vol. 9 No. 3 (2024)
Publisher : Jurusan Teknik Sipil, Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/medkons.v9i3.85

Abstract

Gedung Tribun AA Rifai dibangun pada tahun 2021 akan dilanjutkan konstruksinya dengan fungsi baru pada lantai 2, yaitu sebagai ruangan multi fungsi (rapat dan pertemuan). Oleh karena itu, diperlukan analisa terhadap kapasitas struktur eksisting dalam memikul rencana beban tambahan akibat perubahan fungsi. Dalam penelitian ini dilakukan pengambilan data berupa dimensi struktur, mutu material menggunakan metode NDT (Non Destructive Test) dan analisa struktur menggunakan perangkat lunak Metode Elemen Hingga. Berdasarkan hasil evaluasi yang telah dilakukan diperoleh simpulan yaitu, pondasi, pelat dan balok anak masih mampu untuk memikul beban rencana, sedangkan balok induk dan kolom tidak mampu memikul beban tambahan akibat perubahan fungsi. Untuk mendapatkan kapasitas yang diperlukan, maka perlu dilakukan penambahan pondasi, kolom dan perkuatan kolom eksisting.
Effect of Staircase Incorporation on Seismic Performance of 6-Story RC Buildings: A Nonlinear Pushover Analysis Samsul Abdul Rahman Sidik Hasibuan; Hakas Prayuda; Masdiana; Baskoro Abdi Praja; Annisa Adika Qolby; Muhammad Rizal; Syarbaini Lubis
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 1 (2026): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i1.17723

Abstract

The seismic design of multi-story buildings requires accurate modeling and analysis to ensure structural safety during earthquakes. However, the staircase is often overlooked in traditional structural analyses. Therefore, this study aimed to examine the impact of the staircase on the seismic behavior of a six-story reinforced concrete building using nonlinear pushover analysis. The ETABS Nonlinear v.9.7.4 was used to model and analyze two variants, including one with a staircase and one without a staircase. Both models undergo nonlinear static pushover analysis with lateral loads of 1000 kN applied at each floor in the X and Y directions. Key seismic performance parameters were compared including natural periods, pushover curves, story displacements, drifts, drift ratios, and shears. The results showed that incorporating staircases significantly influences seismic response. The model with the staircase has a shorter natural period (0.71s vs. 0.82s for the first mode), showing increased stiffness. Subsequently, it also shows a higher base shear capacity (5200 kN vs. 4900 kN in the X-direction), suggesting enhanced lateral load resistance. The staircase model experiences reduced story displacements and lower drift ratios, with the maximum drift ratio decreasing from 1.03% to 0.86%. These results highlight the crucial role of staircases in improving seismic performance by increasing stiffness, enhancing lateral load capacity, and controlling displacement. In line with these findings, there is a need to incorporate the staircase in structural modeling to achieve more accurate seismic performance predictions, contributing to safer and more resilient building designs in earthquake-prone regions.
Co-Authors Annisa Adika Qolby Baskoro Abdi Praja Hakas Prayuda Masdiana Masykur Kimsan Rahmin Samsul Abdul Rahman Sidik Hasibuan Sindi Meilani Syarbaini Lubis