Darwa, Asep (2014) Desain Modifikasi Struktur Bangunan Gedung Hotel Nawasaka Dengan Menggunakan Sistem Rangka Pemikul Momen Khusus Dan Dinding Geser Pada Zona Gempa Tinggi Berdasarkan SNI-2847-2013, SNI 1726-2012 Dan SNI 1727-2013. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Full text not available from this repository. (Request a copy)Abstract
Perekonomian merupakan hal yang sangat vital dalam kehidupan masyarakat. Untuk itu diperlukan bangunan untuk memenuhi fungsi sebagai pusat perekonomian yang cocok dengan wilayah Indonesia yang rata-rata memilki resiko gempa tinggi. Untuk mewujudkan hal tersebut maka dibutuhkan struktur beton bertulang yang tahan terhadap gempa. Di dalam SNI 03-1726-2012 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 tinggi maka dual system harus didisain sebagai SRPMK (Sistem Rangka Pemikul Momen Khusus) dan DS sesuai ketentuan SNI 2847 yaitu sebagai DSBK (Disain Struktural Batas Khusus). ==================================================================================== The economy is very vital in the life of society. It required the building to fulfill a function as the center of the economy that matches the Indonesian region has an average of high seismic risk. To achieve this goal it is necessary to reinforced concrete structures that are resistant to earthquake. In the SNI 03-1726- 2012 one type of earthquake-resistant structural system is a dual system. Dual system is a system structure that is a combination of bearers Moment Frame System (SRPM) and wall structure (DS). This type of structural system has three basic characteristics: first, the space frame is usually a function SRPM bear the burden of gravity; The second, performed by lateral loadbearing Wall Structure (DS) and SRPM where shear walls carry a minimum of 75% laterally SRPM able to bear the burden of at least 25% of the lateral load; and third, the DS and SRPM planned to resist lateral loads based on their relative stiffness. Because the building is planned to be located in a high seismic zone, the dual system should be designed as SRPMK (bearers Special Moment Frame System) and DS is in accordance with SNI 2847 as DSBK (Special Limits of Structural Design).
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 624.111 Dar d |
| Uncontrolled Keywords: | SRPMK, Dinding Struktural (DS), Kategori desain seismik, Structural Wall (DS), seismic design category |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TH Building construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Mrs Anis Wulandari |
| Date Deposited: | 21 Jul 2017 07:51 |
| Last Modified: | 24 Jul 2017 02:15 |
| URI: | https://repository.its.ac.id/id/eprint/42755 |
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