EVALUASI STRUKTUR DENGAN PUSHOVER ANALYSIS RUMAH SUSUN KENDAL DENGAN METODE FEMA 440 DAN ATC 40 STRUCTURE EVALUATION WITH PUSHOVER ANALYSIS OF KENDAL FLAT WITH FEMA 440 AND ATC 40 METHOD

Ahmad, Naufal Arif and Budianto, Johan (2022) EVALUASI STRUKTUR DENGAN PUSHOVER ANALYSIS RUMAH SUSUN KENDAL DENGAN METODE FEMA 440 DAN ATC 40 STRUCTURE EVALUATION WITH PUSHOVER ANALYSIS OF KENDAL FLAT WITH FEMA 440 AND ATC 40 METHOD. Tugas Akhir thesis, University Technology Yogyakarta.

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Abstract

Indonesia adalah salah satu negara yang berpotensi mengalami gempa bumi karena berada di wilayah jalur gempa pasifik dan jalur gempa asia serta di atas beberapailempeng tektonik..Tidak bisa dipungkiri iagi dalam konteksnya, kondisi ini berpengaruh besar dalam perencanaan desain struktur bangunan.iBangunan seharusnyaidirencanakan mampu bertahan terhadap gempa, sehingga tidak terjadi keruntuhan. Perencanaan yang benar sesuai perencanaan gedungitahan gempa di Indonesia tertuang dalam tata cara perencanaan ketahanan gempa untuk bangunan gedung (SNI 1726-2019). Tujuan idari penelitian iini iadalah iuntuk imengetahui iperformance ipoint iyang ididapatkan dari pertemuan iantara ikurva ikapasitas idan ikurva irespon ispektrum idari bangunan tersebut, mengetahui target perpindahan bangunan, serta mengetahui distribusi isendi iplastis ipada igedung. Penelitian iini menggunakan ibantuan software iSAP i2000 untuk imembuat permodelan igedung iyang diteliti. Didesain sesuai Standar Perencanaan Ketahanan Gempa untuk bangunaniGedung (SNI 1726-2019) dan prosedur analisis mengacu pada ATC 40 dan FEMA 440. Hasil analisis dengan software SAP2000 v22 berdasarakan metode ATC 40 untuk push X diperoleh hasil kinerja struktur (performance point) dengan gaya geser sebesar 6534.046 kN, displacement (Dt) 0,035 m. Untuk push Y diperoleh hasil kinerja struktur (performance point) dengan gaya geser sebesar 6780.575 kN, displacement (Dt) 0,023 m. Hasil analisis dengan software SAP2000 v22 berdasarakan metode FEMA 440 untuk push X diperoleh hasil kinerja struktur dengan gaya geser sebesar 0.6038 kN, target perpindahan (δt) 0.118 m. Untuk push Y diperoleh hasil kinerja struktur dengan gaya geser sebesar 0.471 kN, target perpindahan (δt) 0,099 m. Hasil perhitungan dengan bantuan software SAP2000 v22 menunjukan bahwa gedung yang ditinjau termasuk dalam level kinerja Immediate Occupancy (IO). Kata kunci: SAP2000, FEMA 440, ATC 40, performance point, Immediate Occupancy   Indonesia is one of the countries that have the potential to experience earthquakes because it is in the region of the Pacific earthquake path and the Asian earthquake path as well as on several tectonic plates. earthquake, so there is no collapse. Correct planning according to earthquake-resistant building plans in Indonesia is contained in the procedures for planning earthquake resistance for buildings (SNI 1726-2019). The purpose of this research is to find out the performance point i which is obtained from the confluence of the i-capacity curve and the is-spectrum i-response curve of the building, to know the target of building displacement, and to know the distribution of iplastic joints in the building. This study uses the assistance of the iSAP i2000 software to make a model of the building under study. Designed according to the Earthquake Resistance Planning Standard for buildings (SNI 1726-2019) and the analysis procedure refers to ATC 40 and FEMA 440. The results of the analysis using the SAP2000 v22 software based on the ATC 40 method for push X obtained the results of the structure performance (performance point) with a shear force of 6534,046 kN, displacement (Dt) 0.035 m. For push Y, the results of the structure performance (performance point) with a shear force of 6780,575 kN, displacement (Dt) of 0.023 m are obtained. The results of the analysis with SAP2000 v22 software based on the FEMA 440 method for push X obtained the results of structural performance with a shear force of 0.6038 kN, target displacement (δt) 0.118 m. For push Y, the structure performance results are obtained with a shear force of 0.471 kN, a target displacement (δt) of 0.099 m. The results of calculations with the help of SAP2000 v22 software show that the building being reviewed is included in the Immediate Occupancy (IO) performance level. Keywords: SAP2000, FEMA 440, ATC 40, performance point, Immediate Occupancy

Item Type: Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Sains dan Teknologi > S1 Teknik Sipil
Depositing User: Kaprodi S1 Teknik Sipil UTY
Date Deposited: 23 May 2023 02:50
Last Modified: 23 May 2023 02:50
URI: http://eprints.uty.ac.id/id/eprint/13024

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