Yustiono, Teddy (2017) Evaluasi Perilaku Geser Kolom Beton Bertulang Mutu Tinggi dengan Menggunakan Metode Uniaxial Shear Flexure. Masters thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Meskipun penggunaan beton mutu tinggi dan tulangan mutu tinggi dapat mengurangi dimensi kolom dari gedung bertingkat tinggi, aspek ratio dari kolom tetaplah rendah. Kolom ini cenderung mendominasi dengan kegagalan geser dibanding kegagalan lentur. Penelitian ini mendiskusikan analisi numerik dari geser kritis pada kolom beton bertulang mutu tinggi. Uniaxial Shear Flexure Method (USFM) digunakan untuk mengamati perlikau dan memeriksa dari hasil tes. Penelitian ini menunjukan bahwa metode USFM memberikan prediksi secara konservatif. Beberapa modifikasi diusulkan untuk meningkatkan metode ini ketika mengestimasi perilaku geser kolom beton bertulang mutu tinggi.
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Although the utilization of high-strength concrete and high-strength steel can reduced column dimension at high-rise building, the column aspect ratio remain low. These column were tended to dominate by shear failure than flexure failure. The research discusses the numerical analysis of shear critical of High-strength reinforced concrete columns. The Uniaxial Shear Flexure Method (USFM) was used to observe this behavior and examined on the test result. This study showed that USFM method provided conservative prediction. Some modification was proposed in order to improve this method when estimate the shear behaviour of high-strength reinforced concrete column.
| Item Type: | Thesis (Masters) |
|---|---|
| Uncontrolled Keywords: | high strength reinforced concrete columns, numerical analysis, shear behaviour. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22101-(S2) Master Thesis |
| Depositing User: | Teddy Yustiono |
| Date Deposited: | 14 Sep 2017 06:57 |
| Last Modified: | 06 Mar 2019 02:32 |
| URI: | http://repository.its.ac.id/id/eprint/43528 |
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