ANALISIS KINERJA STRUKTUR GEDUNG RUSUN ASN 3 AKIBAT BEBAN GEMPA

Roski Apriliani, - (2024) ANALISIS KINERJA STRUKTUR GEDUNG RUSUN ASN 3 AKIBAT BEBAN GEMPA. S1 thesis, Universitas Pendidikan Indonesia.

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Abstract

Gedung Rusun ASN 3 merupakan gedung dengan struktur beton bertulang dan memiliki fungsi sebagai gedung hunian bertingkat dengan jumlah lantai sebanyak 12 lantai dan 3 lantai atap atau berketinggian 54.8 m yang berlokasi di Kalimantan Timur. Demi kenyamanan dan keamanan para penghuni Gedung Rusun ASN 3, perlu dilakukan analisis akibat beban gempa. Metode analisis yang dilakukan adalah analisis dengan beban gempa respon spektrum dan beban gempa time history. Tujuan penelitian adalah untuk mengetahui nilai simpangan maksimum dan untuk mengetahui level kinerja struktur berdasarkan ATC – 40. Hasil penelitian menunjukkan nilai simpangan maksimum akibat beban gempa respon spektrum sebesar 41.6130 mm untuk arah X dan 48.9380 mm untuk arah Y. Nilai simpangan maksimum akibat beban gempa time history, akibat beban gempa Chuetsu-oki adalah sebesar 33.7160 mm untuk arah X dan 55.3960 mm untuk arah Y; akibat beban gempa Kushirooki sebesar 40.9760 mm untuk arah X dan 39.9820 untuk arah Y; akibat beban gempa Miyagi_Pre.Off sebesar 53.5150 mm untuk arah X dan 42.9820 mm untuk arah Y. Level kinerja struktur Gedung Rusun ASN 3 akibat beban gempa respon spektrum dan time history berdasarkan ATC – 40, berada pada level kinerja Immediate Occupancy (IO) yang berarti gedung masih mampu untuk menahan gaya gempa yang terjadi. Rusun ASN 3 Building is a multi-story residential building with 12 floors and 3 roof floors or with a height of 54.8 m located in East Kalimantan. For the comfort and safety of the building occupants, an analysis of the effects due to earthquake loads is needed. The analysis method on this research is using the response spectrum and time history earthquake loads. The purposes of this research were to determine the maximum drift value and level of structural performance based on ATC – 40. The results obtained were that the maximum drift value due to spectrum response earthquake was 41.6130 mm for X direction and 48.9380 mm for Y direction. The maximum drift value due to time history earthquake, for Chuetsu-oki earthquake it was 33.7160 mm in X direction and 55.3960 mm in Y direction; for Kushirooki earthquake it was 40.9760 mm in X direction and 39.9820 mm in Y direction; for Miyagi_Pre.Off earthquake, it was 53.5150 mm in X direction and 42.9820 mm in Y direction. The level of structural performance of the building due to earthquake loads, was at the Immediate Occupancy (IO) performance level, which means the building was still able to withstand the forces of the earthquake that occurred.

Item Type:	Thesis (S1)
Additional Information:	https://scholar.google.com/citations?view_op=new_profile&hl=en ID SINTA Dosen Pembimbing Budi Kudwadi: 5995921 Ben Novarro Batubara: 6710018
Uncontrolled Keywords:	respon spektrum, time history, ATC – 40 spectral respons, time history, ATC – 40
Subjects:	L Education > L Education (General)
Divisions:	Fakultas Pendidikan Teknik dan Industri > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil
Depositing User:	Roski Apriliani
Date Deposited:	14 Oct 2024 08:27
Last Modified:	14 Oct 2024 08:27
URI:	http://repository.upi.edu/id/eprint/127338

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