Lualdi, Felix (2021) Evaluasi dan Desain Perkuatan Gedung Perkantoran BUMN Migas Dengan Metode CFRP Sesuai SNI 1726:2019 dan SNI 2847:2019. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
![[thumbnail of 03111740000042-Undergraduate_Thesis.pdf]](http://repository.its.ac.id/style/images/fileicons/text.png) |
Text
03111740000042-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2023. Download (17MB) | Request a copy |
Abstract
Pada dasarnya gedung perkantoran BUMN migas sudah dirancang secara well- designed dengan menggunakan peraturan lama. Namun seiring dengan perkembangan ilmu pengetahuan dan teknologi, serta pembaharuan data beban dan data gempa, maka Indonesia melalui Badan Standarisasi Nasional (BSN) memperbaharui peraturan-peraturan yang digunakan dalam merencanakan konstruksi suatu bangunan. Dua peraturan terbaru terkait bangunan gedung beton bertulang dan pembebanan gempa yang dikeluarkan dan mulai berlaku di Indonesia sejak 2019 adalah SNI 1726:2019 dan SNI 2847:2019. Sehingga gedung perkantoran BUMN migas yang ada saat ini perlu ditinjau ulang kapasitasnya apakah sudah memenuhi peraturan baru terkait yang berlaku.
Pada tugas akhir ini akan dilakukan evaluasi kapasitas elemen eksisting dan performa keseluruhan struktur gedung perkantoran BUMN migas. Apabila kapasitas dan performa gedung saat ini belum memenuhi peraturan SNI 1726:2019 dan SNI 2847:2019, maka perlu dilakukan perkuatan pada elemen eksisting gedung dengan menggunakan Carbon Fiber Reinforced Polymer (CFRP) Plate dari SIKA.
Dari hasil analisis yang telah dilakukan, terdapat beberapa elemen balok eksisting gedung perkantoran BUMN migas yang tidak kuat menahan beban lentur maupun geser, sehingga elemen balok diberi perkuatan dengan menggunakan CFRP Plate agar memenuhi peraturan SNI 1726:2019 dan SNI 2847:2019. Setelah diperkuat, maka gedung perkantoran BUMN migas dapat difungsikan kembali secara penuh dan mampu menahan beban gempa sesuai SNI 1726:2019.
======================================================================================================
Basically, stateowned oil and gas corporation office building had been designed very well using the old building code. But as the technological and scientific are progressing, and there are updates about earthquakes and building loads, National Standardization Agency of Indonesia is publishing newer building code for building construction. Two of the newest building codes those were published are about reinforced concrete building and earthquake loads. Those new building codes are SNI 1726:2019 and SNI 2847:2019. To answer this question “Does the existing building still comply with the newest building code?”, then the existing stateowned oil and gas corporation office building is needed to be reevaluated.
In this final project, the existing stateowned oil and gas corporation office building will be reevaluated to find the existing element capacity and the building structure performance. If the existing structure doesn’t comply with the building code SNI 1726:2019 and SNI 2847:2019, then the existing structure element will be strengthened using Carbon Fiber Reinforced Polymer (CFRP) Plate from SIKA.
The analysis result is showing that there are some existing beams of the building those doesn’t capable in enduring flexural moment and shear force. From that result, then the beams which needed to be strengthened will be retrofitted using CFRP Plate so they will comply with the SNI 1726:2019 and SNI 2847:2019. After being strengthened, then the existing stateowned oil and gas corporation office building is ready to be used fully as it used to and capable to endure the earthquake load as stated in SNI 1726:2019.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | SNI 1726:2019, SNI 2847:2019, Kapasitas, Performa, Evaluasi, Perkuatan, CFRP. SNI 1726:2019, SNI 2847:2019, Capacity, Performance, Evaluation, Strengthened, CFRP. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Felix Lualdi |
| Date Deposited: | 12 Aug 2021 13:56 |
| Last Modified: | 12 Aug 2021 13:56 |
| URI: | http://repository.its.ac.id/id/eprint/86095 |
Actions (login required)
 |
View Item |