Lutfiawati, Nila and Dr. Retno Anggraini, ST., MT. and Dr. Eng. Achfas Zacoeb, ST., MT. (2024) Analisis Daktilitas Kurvatur Balok Beton Bertulang akibat Pembebanan Gempa Menurut SNI 1726:2019 (Studi Kasus Gedung Fakultas Kedokteran Gigi Universitas Brawijaya). Sarjana thesis, Universitas Brawijaya.
English Abstract
The location of Indonesia at the confluence of three world tectonic plates has an potential impact for small, medium, and large scale earthquakes in various parts. With these conditions, the planning of building needs to be made resistant to earthquakes. The earthquake resistant structure are made to have good ductility. With the onset of ductile properties in the planned section, the structure is able to deform inelastically so that the structure does not destroyed. To design this earthquake resistant structure, it is necessary to use planning standards according to SNI 1726:2019 which is regulated by the National Standards Agency (BSN). In this search, a beam curvature ductility analysis will be carried out with a case of the Brawijaya University Faculty of Dentistry Building located in Malang city. The analysis will be based on earthquake resistant building regulations, SNI 1726:2019. The analysis process is carried out by modeling the structure in the Structural Analysis Program software to obtain the forces in the structure. Furthermore, the beam bending reinforcement are analyzed to find the value of the curvature moment and curvature ductility of the reinforced concrete beam. The curvature ductility of this redesign beam will be compared with the existing beam. The results in this study show that the redesigned beam has a smaller amount of reinforcement compared to this existing beam. This has impact on the difference in moment and curvature values presented in the curvature moment relationship graph. In the redesigned beam, the moment is smaller than the existing beam. However, for the curvature values, the redesigned beam has a larger value than the existing beam. As a result, the ductility value of redesigned beam is greater than the existing beam.
| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | 0524071337 |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | S Sucipto |
| Date Deposited: | 27 Aug 2024 03:22 |
| Last Modified: | 27 Aug 2024 03:22 |
| URI: | http://repository.ub.ac.id/id/eprint/229423 |
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