Perencanaan RSUD Koja, Jakarta Utara Menggunakan Performance Base Design

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. ========================================================================================================== 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: https://repository.its.ac.id/id/eprint/75000

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