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ITS » Undergraduate Theses » Teknik Sipil
Posted by anis at 22/12/2008 15:46:27  •  13025 Views


MODIFIKASI PERENCANAAN HOTEL MIRAMA SURABAYA DENGAN BETON PRACETAK

MODIFICATION DESIGN OF MIRAMA’S HOTEL SURABAYA WITH PRECAST CONCRETE

Created by :
Dwijayaguna, Panji 



SubjectKonstruksi beton
KeywordHotel
Struktur atas
Beton pracetak.

Description:

Beton Pracetak atau Precast merupakan salah satu metoda alternatif dalam konstruksi bangunan selain metoda konvensional yang pada umunya dipakai. Hal ini dikarenakan metoda pracetak mempunyai beberapa keunggulan yang akan menjadikan proses konstruksi lebih efektif dan efisiensi. Dalam struktur gedung Hotel Mirama Surabaya akan dirancang menggunakan metoda pracetak pada elemen balok, pelat dan tangga. Sedangkan elemen kolom dan overtoping menggunakan cor setempat. Sistem yang digunakan dalam perancangan gedung ini adalah Sistem Rangka Pemikul Momen, dengan zona gempa 2 dan perencanaan pembebanan gempa dengan analisa respons dinamis (struktur gedung tak beraturan). Perhitungan beban lateral yaitu beban gempa dan angin dalam perencanaan ini menggunakan peraturan SNI 03-1726- 2002, sedangkan perhitungan gaya-gaya dalam pengangkatan mengikuti tata cara perhitungan yang ada dalam PCI Design Handbook Precast and Prestress Concrete, serta perhitungan tulangan penahan aksial, lentur, geser dan torsi elemen pracetak mengikuti Tata Cara Perhitungan Struktur beton Untuk Bangunan Gedung (SNI 03-2847-2002). Jumlah jenis tipe elemen pracetak yang berbeda dibuat seminimal mungkin, hal ini dimaksudkan untuk meminimalkan cetakan dan menyeragamkan detail penulangan dan detail sambungan. Akhirnya secara keseluruhan struktur gedung ini harus mampu untuk bersifat daktai terhadap gaya gempa rencana, serta mampu untuk berdeformasi diluar batas elastisnya tanpa mengalami pengurangan kekuatan secara berlebihan.


Alt. Description

Precast concrete is one of alternatif method in building construction beside convensional method that generally used. This is because of precast method has several benefits that can make construction proccess will be more effective and efficient. Structure of Mirama Hotel Surabaya will be designed in precast method expecially for the beams, plates, and stairs. Beside that for the column and overtopping will be used cast in situ. The system that used to design this building is Momen Resisting Frame Syste, with earthquake zone 2nd and earthquake loading design with respons dinamac analyze. Analyzeof lateral loads and wind loadsin this design uses SNI 03-1726-2002, while lift force analyze follow analyze in PCI Design Handbook Precast, and Prestress Concrete, and for axial resisting reinforcement, flabby, shear, and torsion of precast element follow SNI 03-2847-2002. Type of different precast element is made as few as possible to minimize the form and make the reinforcement and joint uniform. Finally these all building structure have to be ductail for earthquake design and capable to deform out of its elastic limit without loss the strength for more.

Contributor:
  1. Ir. Aman Subakti, MS
Date Create:22/12/2008
Type:Text
Format:pdf.
Language:Indonesian
Identifier:ITS-Undergraduate-3100007030633
Collection ID:3100007030633
Call Number:RSS 624.183.414 Dwi m


Source :
Undergraduate Theses, DEPARTMENT OF CIVIL ENGINEERING RSS 624.183.414 Dwi m, 2007

Coverage :
ITS Community Only

Rights :
Copyright @2007 by ITS Library. This publication is protected by copyright and permission should be obtained from the ITS Library prior to any prohibited reproduction, storage in a retrievel system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. For information regarding permission(s), write to ITS Library


Publication URL :
http://digilib.its.ac.id/modifikasi-perencanaan-hotel-mirama-surabaya-dengan-beton-pracetak-3151.html




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