Siswono, Ganjar Ageng Wicaksono (2023) Modifikasi Perencanaan Struktur Gedung Apartemen The Conexio Bekasi Menggunakan Struktur Baja Dengan Sistem Steel Plate Shear Wall (SPSW). Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Baja menjadi salah satu material alternatif dalam suatu perencanaan bangunan tahan gempa. Baja dinilai memiliki sifat daktail dan berat profil yang relatif ringan jika dibandingkan penggunaan material beton bertulang. Adanya sifat daktail tersebut menjadikan baja efektif menahan beban gempa. Struktur yang mempunyai sifat fleksibel dan daktilitas tinggi dapat mencegah rentannya terjadi keruntuhan disebabkan oleh kegagalan struktur. Sistem steel plate shear wall (SPSW) merupakan salah satu sistem penahan beban lateral yang terdiri dari plat baja vertikal padat yang menghubungkan balok dan kolom disekitarnya dan terpasang sepanjang ketinggian struktur sehingga membentuk sebuah dinding penompang. Penggunaan steel plate shear wall memiliki daktilitas yang baik sehingga cocok digunakan di wilayah yang rawan gempa seperti Bekasi. Perencanaan struktur gedung dengan menggunakan sistem SPSW ini mengacu pada Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung (SNI 1726:2019), Tata Cara Perencanaan Struktur Baja Untuk Struktur Bangunan Gedung (SNI 1729:2020), Persyaratan Beton Struktual untuk Bangunan Gedung dan Penjelasannya (SNI 2847:2019), Ketentuan Seismik untuk Bangunan Gedung Baja Struktural (SNI 7860:2020), dan Beban desain minimum dan kriteria (SNI 1727:2020). Dan dalam menganalisis strukturnya ditinjau dengan pengaruh beban gempa dinamik dengan menggunakan program bantu ETABS 2018. Dari analisis dan hasil perhitungan diperoleh hasil, yaitu tebal pelat atap 110 mm, pelat lantai 120 mm. untuk struktur primer didapatkan dimensi balok induk WF 700.300.13.24, dimensi kolom terbesar CFT 750.750.40, dimensi terbesar VBE 900.900.85, dimensi HBE WF 700.300.13.24, Tebal SPSW dengan tebal terbesar 6 mm, Baseplate menggunakan ukuran 115.115 cm tebal 70 mm. Pondasi menggunakan spun pile diameter 80 cm dengan kedalaman 29 m , dimensi kolom pedestal 1,2x1,2 m, dan dimensi sloof 40x60 cm.
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Steel is one of the alternative materials in an earthquake-resistant building design. Steel is considered to have relatively light ductility and profile weight when compared to the use of reinforced concrete materials. The existence of these ductile properties makes the steel effective in resisting earthquake loads. Structures that have high flexibility and ductility can prevent their susceptibility to collapse caused by structural failure. Steel Plate Shear Wall (SPSW) is a lateral load-bearing system consisting of a solid vertical steel plate that connects the surrounding beams and columns and is attached along the height of the structure to form a buttress wall. The use of steel plate shear walls has good ductility making it suitable for use in earthquake-prone areas such as Bekasi. The planning of building structures using the SPSW system refers to the Earthquake Resistance Planning Standards for Building Structures (SNI 1726:2019), Specification for Structural Steel Building ( SNI 1729:2020) , Building Code Requirements for Structural Concrete and Commentary (SNI 2847:2019), Seismic Provision for Structural Steel Buildings (SNI 7860:2020), Prequalified Connection for Special and Intermediate Steel Moment Frames for Seismic Applications and the minimum design load and criteria for SNI 1727:2020. And in analyzing the structure, it is reviewed with the influence of dynamic earthquake loads using the ETABS program. From the results of the analysis that has been carried out, the results obtained are: the thickness of the roof plate is 110 mm, the floor plate is 120 mm. For the primary structure, the main beam dimensions is WF 700.300.13.24, the biggest column dimension is 700.700.40, the biggest VBE dimension is 900.900.85 , HBE WF dimensions 700.300.13.24, SPSW biggest thickness with a thickness of 6 mm, Baseplate uses a size of 115,115 cm with a thickness of 70 mm. The foundation using a spun pile with a diameter of 80 cm and a depth of 29 m, the dimensions of the pedestal column are 1.2 x 1.2 m, and the sloof is 40 x 60 cm.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Baja, Gempa, Modifikasi Struktur, Steel Plate Shear Wall, SPSW Steel, Earthquake, Modification Structure, Steel Plate Shear Wall, SPSW |
| Subjects: | T Technology > TH Building construction > TH1095 Earthquakes and building |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Ganjar Ageng Wicaksono Siswono |
| Date Deposited: | 03 Feb 2023 08:20 |
| Last Modified: | 03 Feb 2023 08:20 |
| URI: | http://repository.its.ac.id/id/eprint/96092 |
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