Alternatif Desain Struktur Gedung Universitas Muhammadiyah Lamongan Menggunakan Dual Steel System Eccentrically Braced Frame Tahan Gempa. (Alternative Structure Design of Muhammadiyah Lamongan University Building Using Frames Earthquake Resistant Dual Steel System Eccentrically Braced).

Ghulam, Ahmad Athoillah Syaichul (2023) Alternatif Desain Struktur Gedung Universitas Muhammadiyah Lamongan Menggunakan Dual Steel System Eccentrically Braced Frame Tahan Gempa. (Alternative Structure Design of Muhammadiyah Lamongan University Building Using Frames Earthquake Resistant Dual Steel System Eccentrically Braced). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Pada penelitian ini dilakukan desain alternatif Universitas Muhammadiyah Lamongan menggunakan struktur baja tahan gempa dengan dual system eccentrically braced frame (system ganda struktur baja bresing eksentrik) Desain eksisting Universitas Muhammadiyah Lamongan menggunakan struktur beton dengan sistem struktur shearwall. Struktur baja dipilih sebagai alternatif desain karena material baja memiliki daktilitas yang lebih baik dan bobot yang lebih rendah daripada beton, dimana hal tersebut baik untuk bangunan tahan gempa. Universitas Muhammadiyah Lamongan akan dirancang menggunakan sistem ganda yaitu sistem rangka pemikul momen khusus dan sistem rangka bresing eksentris sesuai dengan ketentuan SNI 1726: 2019 tentang perencanaan struktur tahan gempa, SNI 1729: 2020 tentang struktur baja bangunan, SNI 7860:2020 tentang struktur baja tahan gempa dan SNI 7972:2020 tentang sambungan struktur baja pemikul momen khusus Dari hasil desain, dimensi profil penampang baja yang digunakan sebagai balok adalah WF 500.200, WF 450.200, WF 400.200, WF 396.198, dan WF 350.175. Sedangkan untuk profil kolom penampang adalah KC 800.300, K700.300, K588.300, K600.200, dan K500.200. Dari perhitungan perbandingan diperoleh untuk gedung alternatif level kinerja yaitu immediate occupancy (IO) dengan biaya total struktur gedung alternatif Rp. 40.407.272.501,975 sedangkan untuk gedung existing level kinerja yaitu life safety (LS) dengan biaya total struktur gedung alternatif Rp. 20.173.463.955,860

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Sistem Ganda,Struktur Baja,Bresing Eksentrik
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431800144 Ahmad Athoillah Syaichul Ghulam
Date Deposited: 28 Nov 2023 02:59
Last Modified: 28 Nov 2023 02:59
URI: http://repository.untag-sby.ac.id/id/eprint/28448

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