ALTERNATIF RETROFITTING PADA KOLOM DENGAN METODE STEEL JACKETING (STUDI KASUS GEDUNG MESS KOREM 012/TU UJONG KARANG)

Aulia Rahman, Samsunan Samsunan, Chaira Chaira, Alvisyahri Alvisyahri, Yudi Permadani

Abstract


After the tsunami earthquake in Aceh on December 26 2004, theKorem 012/TU Mess Building experienced some damage, bothstructural and non-structural damage. The Korem Mess Building wasevaluated with the naked eye or with the help of a camera and checkedfor damage, especially cracks in the columns. The main objective ofthis research is to compare the internal forces in the structure anddetermine the deviation between floors. The data used for this researchis in the form of planning data which includes concrete andreinforcement materials, while the loading data is in the form of loadscarried on the structure to be combined, namely dead, live andearthquake loads. The research method used uses graph and tableanalysis methods with SAP2000 v14 software analysis by taking 12columns on the first floor which will be strengthened. Generatinginternal forces such as maximum moment, maximum latitude force,and axial force before and after the column is strengthened for apercentage increase of 85%, 46%, 35% respectively. The drift betweenfloors after reducing the structural displacement is up to 3% of thebuilding structural displacement without jacketing. From the analysisresults it can be seen that the column capacity after being strengthenedusing the jacketing method is 2212.18 kN compared to 1480.86 kNbefore strengthening, resulting in a difference in capacity increase inthe column of 731.32 kN. So the jacketing method on ordinarycolumns is recommended as a repair method for the Korem 012/TUUjong Karang Mess Building.

Keywords


Column; SAP2000 v14; Strengthening

Full Text:

PDF

References


Badan Standarisasi Indonesia. 2019a. SNI 1726:2019 Tata Cara Perencanaan Ketahan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta.

Badan Standarisasi Nasional. 2019b. SNI 2847:2019 Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan Berdasarkan. Jakarta.

Badan Standardisasi Indonesia. 2020. SNI 1727:2020 Beban desain minimum dan Kriteria terkait untuk bangunan gedung dan struktur lain. Jakarta.

Haris, S., & Hidayat. 2020. Analisis Biaya Dan Waktu Perkuatan Kolom Struktur. Isu Teknologi Stt Mandala. 15(1), 74–82.

Pemerintah Republik Indonesia. 2021. Peraturan Pemerintah Republik Indonesia No 16 Tahun 2021 Tentang Bangunan Gedung. Jakarta.

Prasetyo, D., Prawesti, R., Sugiharto, & Sukoyo. 2018. Perkuatan Struktur Kolom dan Balok Akibat Perubahan Layout Ruangan dengan Metode CFRP. Wahana Teknik Sipil. 23(1), 29–36.

Rahman, A., Samsunan, S., Refiyanni, M., Faisal, R., Shaskia, N., & Soksen, S. P. 2023. Analisis Kekuatan Kolom Beton Bertulang Yang Diperkuat Dengan Metode Concrete Jacketing. Jurnal Arsip Rekayasa Sipil Dan Perencanaan. 6(1), 53–64. https://doi.org/10.24815/jarsp.v6i1.31164




DOI: https://doi.org/10.24815/jarsp.v7i2.36554

Article Metrics

Abstract view : 0 times
PDF - 0 times

Refbacks

  • There are currently no refbacks.


Copyright (c) 2024 yudi permadani

Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

__________________________________________________________________________________________________________________________________
Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning).

Terakreditasi SINTA 3 Berdasarkan Surat Keputusan Direktur Jenderal Pendidikan Tinggi, Riset, dan Teknologi, Nomor: 158/E/KPT/2021.

E-ISSN: 2615-1340 P-ISSN: 2620-7567 Organized by Program Studi Magister Teknik Sipil, Fakultas Teknik.

Published by Universitas Syiah Kuala.
Jurusan Teknik Sipil, Fakultas Teknik Universitas Syiah Kuala, Darussalam - Banda Aceh, 23111
Website: http://www.jurnal.usk.ac.id/JARSP/index
Email: jts.mts@usk.ac.id

 Creative Commons License

The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning).
Published by Universitas Syiah Kuala is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on work at http://www.jurnal.usk.ac.id/JARSP/index

 

 VIEW STATS