Vansen, Michael Anthony and Dharmawan, Jeffrey Adi (2020) Laporan Tugas Pengganti Kerja Praktek Tutorial Pemodelan Gedung Perkantoran 10 Lantai Baja Struktural Dengan Sistem Eccentrically Braced Frames (EBF). Project Report. [s.n.], [s.l.]. (Unpublished)
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Abstract
Perekonomian Kota Madiun semakin meningkat setiap tahunnya, sehingga diperlukan pembangunan gedung-gedung perkantoran baru. Namun, karena keterbatasan lahan, tentunya hal yang dapat dilakukan dalam mengatasi permasalahan tersebut adalah dengan mendirikan bangunan gedung berorientasi vertikal. Struktur bangunan gedung harus didesain secara ekonomis dan aman terhadap gempa. Salah satu alternatifnya yaitu menggunakan baja struktural dengan sistem Eccentrically Braced Frames (EBF). Dengan menggunakan sistem Eccentrically Braced Frames (EBF) sebagai salah satu sistem struktur yang menahan beban gempa, diharapkan kegagalan struktur dapat direncanakan letak kegagalannya pada elemen yang disebut sebagai link.
Dalam tugas pengganti kerja praktek ini, diberikan tutorial pemodelan gedung 10 lantai baja struktural dengan sistem EBF. Adapun program bantu yang digunakan untuk membantu tutorial pemodelan adalah dengan CSI ETABS 2016. Konfigurasi EBF yang digunakan adalah tipe Inverted-V Braced (chevron). Tutorial ini mengacu dan memenuhi persyaratan yang telah ditetapkan oleh SNI 1729-2015, SNI 1726-2019, SNI 1727-2019, dan AISC 341-10.
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The economic development of the Municipality of Madiun is steadily increasing by year recently, so there is a necessity for new office buildings. Because of insufficient space for horizontally expanding structures, the solution is to build vertically oriented structures. The structure of the building must be designed economically and can withstand the effects of earthquake. As one of the alternatives, by using a kind of vertically braced frame that is known as Eccentrically Braced Frame (EBF). By using EBF, expected failure (steel yielding) can be localized at the fuse element known as link.
This project report explains a tutorial for modelling 10 story steel building with EBF system. In order to assist the modelling process, a structural engineering software, CSi ETABS 2016 is used. The configuration for EBF system which is used is Inverted-V Braced (Chevron). This tutorial refers and adheres to building codes SNI 1729-2015, SNI 1726-2019, SNI 1727-2019, and AISC 341-10.
| Item Type: | Monograph (Project Report) |
|---|---|
| Uncontrolled Keywords: | baja Struktural, eccentrically braced frames,tutorial, ETABS 2016 ========================================================= structural steel, eccentrically braced frame, tutorial, ETABS 2016 |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Michael Anthony Vansen |
| Date Deposited: | 19 Jan 2021 13:13 |
| Last Modified: | 04 Apr 2023 04:13 |
| URI: | http://repository.its.ac.id/id/eprint/82534 |
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