Desain Struktur Gedung Apartemen Sun City Residence Sidoarjo dengan Metode Daktalitas Tinggi

Pribadi, Zhian Galang Kharisma (2021) Desain Struktur Gedung Apartemen Sun City Residence Sidoarjo dengan Metode Daktalitas Tinggi. Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Indonesia yang semakin rawan akan terjadinya gempa merupakan salah satu pendorong para ilmuwan-ilmuwan sipil dalam mengeluarkan peraturan-peraturan baru dalam perencanaan suatu struktur agar tahan terhadap gaya akibat gempa. Struktur diharapakan mampu memberikan kapasitas tertentu untuk tetap bertahan dan berperilaku daktail pada saat terjadi gempa kuat. SNI 2847-2019 yang memberikan hal baru dalam bidang sipil memberikan sistem dan tata cara tersendiri dalam merencanakan struktur tahan gempa yang disebut dengan Sistem Rangka Pemikul Momen Khusus (SRPMK). Sehingga peraturan ini sangat diperlukan sosialisasinya dalam masyarakat, baik dari kalangan akademisi, konsultan maupun pelaksana agar apa yang diharapkan dalam standarisasi bisa tercapai dengan baik. Sehubungan dengan hal diatas direncanakan Desain Struktur Gedung Apartemen Sun City Residence Sidoarjo, yang meliputi: Balok, Kolom, hubungan balok kolom. Dengan menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK) seperti yang terdapat dalam SNI 2847-2019 dan SNI 2847-2019. Hal ini karena daerah yang ditinjauh merupakan zona gempa 6 dan struktur itu merupakan gedung bertingkat tinggi sehingga harus direncanakan sebagai bangunan tahan gempa. Peraturan pembebanan yang digunakan adalah Peraturan Pembebanan Indonesia Untuk Gedung (PPIUG) 1987. Dengan sistem ini struktur diharapkan mempunyai ketahan terhadap gaya gempa. Selain itu SRPMK juga mengharapkan agar struktur mempunyai pola keruntuhan yang aman yaitu pada saat struktur runtuh, diharapkan agar komponen balok hancur lebih dahulu dari komponen lainnya seperti kolom ataupun hubungan balok kolom. Sehinnga sebelum runtuh mampu memberikan waktu plastisitas yang cukup untuk keamanan tersebut. Untuk mencapai kondisi diatas diperlukan detail penulangan yang benar dan harus disesuaikan dengan system yang ada terutama pada bagian sendi plastis yang kemungkinan mengalami plastisitas lebih dahulu apabilah terjadi gempa kuat.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Struktur Beton Bertulang, Tahan gempa
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: S.E ketut mahendranata D
Date Deposited: 18 Mar 2022 02:58
Last Modified: 01 Apr 2024 04:22
URI: http://repository.untag-sby.ac.id/id/eprint/15266

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