AL AZHAR AMARKHAN, NIM. 112019083 (2023) ANALISA PENGARUH VARIASI DIMENSI KOLOM TERHADAP STRUKTUR GEDUNG APARTEMEN 12 LANTAI. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

INTI SARI Bangunan bertingkat tinggi merupakan struktur gedung yang rentan terhadap gaya lateral sehingga harus dirancang untuk dapat menahan beban lateral, seperti angin dan gempa bumi. Bangunan pada daerah rawan gempa harus direncanakan mampu bertahan terhadap bencana gempa bumi. Pada dasarnya bangunan yang didesain tahan gempa kolomnya harus kuat. Tujuan penelitian ini untuk mengetahui pengaruh variasi dimensi kolom terhadap struktur gedung dan mendapatkan dimensi kolom yang efektif dan efisien pada gedung yang direncanakan. Metode penelitian didahului dengan melakukan studi literatur. Selanjutnya dilakukan pengumpulan data, membuat desain awal/preliminary design struktur, dan melakukan analisa struktur menggunakan bantuan software ETABS 19.1.0. Hasil analisis dan perbandingan menunjukkan nilai displacement paling kecil terjadi pada model 1 sebesar 81,724 mm pada arah X dan 83,776 mm pada arah Y. Sedangkan displacement paling besar terjadi pada model 3 sebesar 95,222 mm pada arah X dan 96,678 mm pada arah Y, tetapi perpindahan yang terjadi pada model 3 masih berada dalam batas aman yang diizinkan (100mm). Kata kunci: Apartemen, dimensi kolom, gempa, simpangan antar lantai, displacement ABSTRACT High-rise buildings are building structures that are vulnerable to lateral forces so they must be designed to be able to withstand lateral loads, such as wind and earthquakes. Buildings in earthquake-prone areas must be planned to be able to withstand earthquakes. Basically, buildings that are designed to withstand earthquakes, the columns must be strong. The purpose of this study is to determine the effect of column dimension variations on building structure and obtain effective and efficient column dimensions in the planned building. The research method is preceded by conducting a literature study. Furthermore, data collection was carried out, making preliminary design of the structure, and conducting structural analysis using the help of ETABS 19.1.0 software. The results of analysis and comparison show that the smallest displacement value occurs in model 1 of 81.724 mm in the X direction and 83.776 mm in the Y direction. While the largest displacement occurs in model 3 of 95.222 mm in the X direction and 96.678 mm in the Y direction, but the displacement that occurs in model 3 is still within the permissible safe limit (100mm). Keywords: Apartment, column dimension, earthquake, story drift, displacement

Item Type:	Thesis (Skripsi)
Additional Information:	1. Ir. A. Junaidi, M.T 2. Mira Setiawati, S.T., M.T
Uncontrolled Keywords:	Apartemen, dimensi kolom, gempa, simpangan antar lantai, displacement Apartment, column dimension, earthquake, story drift, displacement
Subjects:	Arsitektur > Konstruksi Arsitektur Teknik Sipil > Penyelesaian detail dalam Bangunan Teknik Sipil > Teknik Fondasi Teknik Sipil > Teknik Struktural
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	25 Apr 2024 01:11
Last Modified:	25 Apr 2024 01:11
URI:	http://repository.um-palembang.ac.id/id/eprint/28452

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