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ITS » Undergraduate Theses » Teknik Sipil Ekstensi S1
Posted by aseri at 11/12/2009 10:14:34  •  4907 Views


DESIGN OF MODIFIED DEPARTEMEN KEUANGAN JAKARTA BUILDING WITH DUAL SYSTEM IN SEISMIC ZONE 6

Author :
RUMAPU, DESTRILISTIANTO 




ABSTRAK

Dalam rangka mewujudkan pelayanan yang baik kepada masyarakat khususnya wilayah Indonesia bagian timur maka Departemen Keuangan akan membuka kantor cabang baru di Papua yang termasuk wilayah gempa 6 beresiko gempa tinggi. Oleh karena itu gedung Departemen Keuangan Jakarta yang merupakan perkantoran 21 lantai dan terletak di zona gempa 3 akan dimodifikasi menjadi perkantoran 12 lantai. Untuk mewujudkan hal tersebut maka dibutuhkanan struktur beton bertulang berupa perkantoran yang tahan terhadap gempa. Di dalam SNI 03-1726-2002 salah satu jenis sistem struktur tahan gempa adalah dual system. Dual system adalah suatu sistem struktur yang merupakan gabungan dari Sistem Rangka Pemikul Momen SRPM dan dinding struktur DS. Tipe sistem struktur ini memiliki 3 ciri dasar yaitu pertama rangka ruang yang biasanya berupa SRPM berfungsi memikul beban gravitasi kedua pemikul beban lateral dilakukan oleh Dinding Struktur DS dan SRPM dimana dinding geser memikul minimal 75 beban lateral SRPM sanggup memikul sedikitnya 25 dari beban lateral dan ketiga DS dan SRPM direncanakan untuk menahan beban lateral berdasarkan kekakuan relatifnya. Karena gedung yang akan direncanakan berada di zona gempa 6 maka dual system harus didisain sebagai SRPMK Sistem Rangka Pemikul Momen Khusus dan DS sesuai ketentuan SNI 2847 Pasal 23.6.6 yaitu sebagai DSBK Disain Struktural Batas Khusus.


ABSTRACT

In the realization of good service to the community especially the eastern part of Indonesia theFinance Department will open a new branch in Papua region that located in seismic zone 6 high-risk earthquake. Therefore the building of Departemen Keuangan Jakarta that has 21 floors and located in seismic zone 3 will be modified to be 12 floors.. To realize it then Concrete Reinforcement building structure will be needed. Dual system is one of the Concrete Reinforcement building structure that mentioned in SNI 03-1726-2002. Dual system is a combination of Momen Resisting Frame System and the structure wall. It has 3 basic characteristics first the space frame which usually in the form of Frame System bear the burden of gravity loads second the lateral load burden taken by Structure Wall and the frame system which is the wall structur has 75 contribution at the lateral loads and 25 contributed by the frame system. and third Structure Wall and Frame System planned to hold lateral load based on its relative stiffness. Because the building is planned to be located in seismic zone 6 the dual system must be designed as Special Momen Resisting Frame System and Structure Wall according to SNI 2847 section 23.6.6 must be designed as Special Boundary Structure Design



KeywordsSRPMK ; Dinding Struktur ; Dual System ; Resiko Gempa Tinggi ; DSBK
 
Subject:  Perancangan gedung
Contributor
  1. Ir. IMAN WIMBADI, MS
Date Create: 11/12/2009
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100009035965
Collection ID: 3100009035965
Call Number:  690.523 Rum p


Source
under graduate theses, civil engineering, 690.523 Rum p, 2009

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ITS-Undergraduate-3100009035965-6051.pdf




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