Mahdy, Muhammad Faisal (2016) Perencanaan RSUD Koja, Jakarta Utara Menggunakan Performance Base Design. Undergraduate thesis, Institut Technology Sepuluh Nopember.
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Abstract
RSUD Koja Jakarta Utara adalah sebuah gedung yang
terdiri dari 16 lantai dan terdapat 1 Basement dengan ketinggian
setiap lantainya 4,00 meter. Sebagai bahan studi perancangan,
gedung ini direncanakan ulang dengan metode Performance Base
Design. Performance Based Design adalah suatu metode
pembebanan dengan berdasarkan tingkat kinerja dari suatu
bangunan yang dibagi menjadi beberapa kelompok yang akan
menentukan defleksi bangunan terkait. Metode Performance
Based Design sering dikembangkan untuk mengetahui performa
dari suatu gedung apabila mendapat beban gempa dan mendesain
gedung dengan menentukan defleksi dari gedung tersebut.
Tugas akhir ini akan membahas Perencanaan RSUD Koja
Jakarta Utara dengan menggunakan metode performance based
design. Perencanaan yang dilakukan meliputi perencanaan
struktur primer dan struktur sekunder.
Dari hasil analisa nonlinear time history, didapatkan
defleksi maksimum yang terjadi yaitu gempa arah x = 0.464 m dan
gempa arah y = 0.393 m sehingga gedung RSUD Koja Jakarta
Utara memenuhi persyaratan target displacement yaitu 0.587 m.
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RSUD Koja Jakarta Utara is a building that consist of 16
floors and 1 basement with 4,00 m in each floor. As a study of
design, this building will redesign with Performance Based Design
method. Performance Based Design is a load method based on
performance level of a building that divided into several categories
that will determining deflection of the building. Performance
Based Design oftenly developed to know perform of the building
when the building gets earthquake load and to design the building
by determine the deflection of the building.
This final report will examined Design of RSUD Koja
Jakarta Utara with performance based design method. This
building plan is consist of main structure and secondary structure.
From nonlinear time history analysis results, obtained the
maximum deflection that occurs. The maximum deflection
earthquake load X direction is 0.464 m and the maximum
deflection earthquake load Y direction is 0.393 m so that RSUD
Koja, North Jakarta can reach the requirement of displacement
0.587 m.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 658.155 Mah p |
| Uncontrolled Keywords: | Defleksi, Modifikasi, Perencanaan,Performance Base Design, RSUD Koja Jakarta Utara |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Industrial Technology and Systems Engineering (INDSYS) > Material & Metallurgical Engineering > 28201-(S1) Undergraduate Thesis |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 18 Feb 2020 01:44 |
| Last Modified: | 18 Feb 2020 01:44 |
| URI: | http://repository.its.ac.id/id/eprint/75000 |
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