Desain Modifikasi Struktur Gedung Wisma Atlet Jakarta Menggunakan Sistem Balok Prategang

Setiaji, Raden Khafi Rahmandianto (2019) Desain Modifikasi Struktur Gedung Wisma Atlet Jakarta Menggunakan Sistem Balok Prategang. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Gedung Wisma Atlet Jakarta merupakan bangunan 32 lantai yang memiliki fungsi sebagai apartemen dan memodifikasi lantai 32 menjadi convention hall. Pada lantai 32 akan direncakan dengan balok prategang 14 m, karena didesain tanpa adanya struktur kolom di tengah ruangan.
Pada perencanaan struktur Gedung Wisma Atlet Jakarta ini akan didesain menggunakan Sistem Ganda karena gedung terletak di Kategori Desain Seismik E. Rangka utama didesain sebagai Sistem Rangka Pemikul Momen Khusus dan dinding struktur didesain sebagai dinding struktur Beton Khusus.
Dari hasil analisa yang telah dilakukan didapatkan kesimpulan bahwa rangka utama gedung mampu menahan beban lateral arah X dan Y yang masing-masing arah sebesar 27,8% dan 25,4% sehingga syarat Sistem Ganda terpenuhi. Gaya prategang pada balok prategang lantai atap didapat sebesar 4000 KN dengan kehilangan gaya prategang sebesar 20,44%
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Wisma Atlet Jakarta Tower is a building with 32 floors that has function as apartment and 32th floor will be modified into ballroom, which designed using reinforced concrete for all floors. Except for the roof floors is designed with 14 meters prestressed concrete beam, because it designed without any column interfering the space of the room.
Wisma Atlet Jakarta Tower is designed using Dual System since it is assigned with Seismic Design Category E. The main frame is designed with Special Moment Resisting Frame System and the structural wall is designed as a Special Structural Wall.
From the results of the analysis, it can be concluded that the main frame of the building is able to withstand the lateral load in X and Y directions of 27,8% and 25,4% respectively, so that the Dual System requirements are fulfilled. The prestressing force of the beams at the roof floor is 4000 KN with the loss of prestressing force of 20,44%.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 624.183 Set d-1 2019
Uncontrolled Keywords: Wisma Atlet Jakarta, Beton Prategang, Sistem Ganda
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA492.G5 Girders
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: Raden Khafi Rahmandianto Setiaji
Date Deposited: 28 Sep 2021 19:54
Last Modified: 18 Apr 2024 08:30
URI: http://repository.its.ac.id/id/eprint/61259

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