Perencanaan Wind Palace Tower Menggunakan Struktur Beton Bertulang Dan Beton Pratekan Pada Jembatan Penghubung

Christolove, Alvin Lay (2016) Perencanaan Wind Palace Tower Menggunakan Struktur Beton Bertulang Dan Beton Pratekan Pada Jembatan Penghubung. Undergraduate thesis, Institut Teknology Sepuluh Nopember.

[img]
Preview
Text
3111100051-Undergraduate_Thesis.pdf - Accepted Version

Download (2MB) | Preview

Abstract

Perencanaan Gedung Wind Palace Tower setinggi 34 lantai (±136 m) ini dirancang agar mampu memaksimalkan kecepatan aliran angin dan dirancang dengan menggunakan sistem ganda pada struktur utama dan beton pratekan pada jembatan penghubung. Dalam Tugas Akhir ini dibahas perencanaan dengan menggunakan beton bertulang pada kedua tower, dan beton pratekan pada jembatan penghubung dengan penambahan beban akibat turbin dan beban angin yang disebabkan oleh bentuk bangunan Wind Palace Tower. Perencanaan yang dilakukan pada gedung Wind Palace Tower meliputi perencanaan struktur sekunder,struktur utama, dan struktur jembatan pratekan dari pembangunan gedung tersebut.. Perencanaan ini menghasilkan perencanaan gedung dengan menggunakan dinding geser khusus sesuai dengan zona gempa Surabaya. Perencanaan ini harus memenuhi peraturan mengenai bangunan tahan gempa, seperti SNI 2847-2013,dan SNI 1726-2012. ======================================================================================================== Wind Palace Tower is a 34 stories apartment (±136 m) designed to maximize the speed of wind flow and conducted by using dual systems on the main structure and prestressed concrete on the bridges. The feasibility studies of this building is condacted by using reinforced concrete in both of the buildings, and prestressed concrete on a bridge with addition load caused by wind turbine, and by the shape of Wind Palace Tower. The planning on this building include planning of secondary structure, primary structure, and prestressed structure .. This study yields the building to be designed by using coupled shearwalls considering earthquake zone in Surabaya. This study should fulfill regulatios regarding earthquake resistant buildings, such as SNI 2847-2013 and SNI 1726-2012.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 624.177 1 Chr p-1
Uncontrolled Keywords: Wind Palace Tower, Turbin, Sistem Ganda, Beton Pratekan, Beton Bertulang
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: Mr. Tondo Indra Nyata
Date Deposited: 13 Feb 2020 06:09
Last Modified: 13 Feb 2020 06:09
URI: http://repository.its.ac.id/id/eprint/74884

Actions (login required)

View Item View Item