PREDIKSI OPTIMASI DIMENSI BALOK KOLOM BANGUNAN MASJID DENGAN METODE ARTIFIAL NEURAL NETWORK

indonesia

Authors

  • Jauhari Prasetiawan

DOI:

https://doi.org/10.31949/jensitec.v8i02.2463

Keywords:

Optimization, Mosque Building, Artificial neural Network

Abstract

Indonesia is the confluence of three of the world's major plates, therefore a lot of plate activity occurs so that earthquake intensity often occurs. The earthquake resulted in many casualties, this is because many building structures do not meet the requirements of earthquake-resistant buildings. The structure of mosque buildings in Lombok has many towering mosque towers. Many mosque buildings in Lombok do not apply the earthquake-resistant building principle, namely strong column weak beam, so that the average mosque building collapses is the soft story type. The research method used to optimize the dimensions of the columnar beam in this study there are two methods, namely optimization using SAP 2000 and then optimization using Artificial Neural Network (ANN) modeling. The empirical equations obtained are three equations, namely the equation of a beam, a square column and a circle column. The percentage of error that occurs in the use of the empirical formula is 0.88%, so that the equation can be used to perform dimensional prediction calculations with different variations.

Downloads

Download data is not yet available.

References

[1] Prasetiawan, J. Optimasi Dimensi Balok Kolom Bangunan Kantor dengan Metode Artificial Neural Network. Avisena, 2018.
[2] Makrifa, A. I. Optimasi Sudut Dalam Kuda-Kuda Baja Dengan Metode Artificial Neural Network. Avisena, 2019.
[3] Suryani, E., Ulfiyati, Y., & Afifuddin, M. N. Prediksi Nilai Kuat Tekan Mortar Dengan Pemodelan Artificial Neural Network (ANN) Dengan Pecahan Keramik. Handasah, 39-46, 2021.
[4] Kusumadewi, S. Neuro fuzzy edisi 2 : Integrasi sistem fuzzy dan jaringan syaraf. Yogyakarta: Graha Ilmu, 2010.
[5] SNI. rsa.ciptakarya. Retrieved from Disain Respon Spektrum, 2019: http://rsa.ciptakarya.pu.go.id/2021/index.php?pga=0.5000&ss=1.0837&s1=0.3913&tl=8&kelas=2&range=12#grafik
[6] SNI. Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Nongedung. Jakarta: Badan Standar Nasional, 2019.

Downloads

Published

2022-05-22

How to Cite

Prasetiawan, J. . (2022). PREDIKSI OPTIMASI DIMENSI BALOK KOLOM BANGUNAN MASJID DENGAN METODE ARTIFIAL NEURAL NETWORK: indonesia. J-ENSITEC (Journal of Engineering and Sustainable Technology), 8(02), 682–690. https://doi.org/10.31949/jensitec.v8i02.2463

Issue

Section

Articles