Hartaadi, Imam (2007) Modifikasi Perencanaan Struktur Mall Dan Apartemen Metropolis Surabaya Dengan Metode Beton Precast. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Beton merupakan material struktur yang banyak digunakan dalam pembangunan gedung karena mudah dibentuk sesuai dengan kebutuhan perencana serta relatif mudah dalam perawatannya. Secara umum, terdapat dua metode pelaksanaan konstruksi beton, yaitu metode konvensional dengan pengecoran di tempat (cast in situ) dan metode pracetak (precast), yaitu pencetakan beton di pabrik menggunakan cetakan yang dapat digunakan berulang kali. Gedung Mal dan Apartemen Metropolis yang berlokasi di Trenggilis, Surabaya, direncanakan ulang dengan menggunakan beton pracetak pada elemen balok dan pelat, sedangkan elemen kolom, tangga, dan poer menggunakan beton cor di tempat (cast in situ). Sistem pondasi yang digunakan adalah pondasi dalam berupa tiang pancang. Perencanaan struktur ini mengacu pada peraturan beton bertulang untuk bangunan gedung SNI 03-2847-2002 dan peraturan perencanaan ketahanan gempa untuk bangunan gedung SNI 03-1726-2002. Perencanaan ini bertujuan menghasilkan modul-modul beton pracetak yang dapat mempercepat pelaksanaan proyek tanpa mengurangi kekuatan dan kinerja layan struktur gedung. Analisis dilakukan dengan memodelkan struktur menggunakan Sistem Rangka Pemikul Momen (SRPM) yang disesuaikan dengan zona gempa 2, yaitu zona gempa yang digunakan dalam perencanaan bangunan di Kota Surabaya.
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Concrete is a widely used structural material in building construction because it can be easily molded to meet the designer's requirements and is relatively easy to maintain. Generally, there are two methods of concrete construction: the conventional method, which involves casting concrete in place (cast in situ), and the precast method, in which concrete elements are manufactured in a factory using reusable molds. The Metropolis Mall and Apartment building, located in Trenggilis, Surabaya, is to be redesigned using precast concrete for the beam and floor slab elements, while the columns, stairs, and pile caps will use cast-in-situ concrete. The foundation system will consist of deep foundations using driven piles. The structural design refers to the Indonesian standard for reinforced concrete structures in buildings, SNI 03-2847-2002, and the standard for earthquake-resistant building design, SNI 03-1726-2002. The objective is to develop precast concrete modules that accelerate project construction without compromising the building's strength and serviceability performance. The structural analysis is conducted using a Moment-Resisting Frame System (MRFS), designed in accordance with Seismic Zone 2, which was specified for building design in Surabaya under the referenced earthquake zoning provisions.
| Item Type: | Thesis (Other) |
|---|---|
| Additional Information: | RSS 690.521 Har m |
| Uncontrolled Keywords: | Beton Pra~ Sistem Rangka Penahan Momen SRPA1, Precast concrete, Frame Resisting .Moment System (FRMS) |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | magang . |
| Date Deposited: | 27 Oct 2026 06:43 |
| Last Modified: | 27 Oct 2026 06:43 |
| URI: | http://repository.its.ac.id/id/eprint/145893 |
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