Furqonittaqo, Rijal and Nurhidayatullah, Eka Faisal (2020) PERBANDINGAN STRUKTUR GEDUNG RANGKA BETON BERTULANG DAN DINDING GESER TIPE L PEMIKUL MOMEN KHUSUS COMPARISON OF CONCRETE REINFORCED BUILDING STRUCTURES AND SLID WALL TYPE L SPECIAL MOMENTS. Tugas Akhir thesis, University Technology Yogyakarta.
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Abstract
ABSTRAK Bangunan bertingkat rawan terhadap gaya lateral. Oleh karena itu, diperlukan struktur yang kuat untuk menahan gaya tersebut. Salah satu cara perkuatannya adalah dengan menggunakan dinding geser. Penelitian ini dilakukan untuk mengetahui pengaruh penambahan dinding geser terhadap perilaku atau respon struktur pada gedung ITTP terhadap gaya gempa. Metode penelitian yang digunakan untuk perencanaan beban gempa adalah analisis statik respon spektrum dengan acuan SNI 1726-2019. Perencanaan struktur bangunan menggunakan SNI 2847-2019. Pembebanan bangunan mengacu pada SKBI 1987 dan SNI 1727-2013. Serta perhitungan struktur gedung ITTP menggunakan program ETABS v.9.7.0. Hasil analisis menunjukkan kolom dinding geser mengalami penurunan gaya aksial 0,05% - 27,17%, momen 2,60% - 59,38% dan gaya geser 12,91% - 59,94%. Balok dinding geser mengalami penurunan momen 0,19% - 20,11% dan gaya geser 0,35% - 10,72%. Kemudian nilai gaya geser story dinding geser lebih besar 19%. Serta nilai simpangan arah x dinding geser lebih kecil 44% dan arah y 38%. Pada drift ratio dinding geser mempunyai nilai minimum 1,283% dan maksimum 2,420% arah x, serta nilai minimum 1,357% dan maksimum 2,420% arah y. Sedangkan drift ratio SRPMK mempunyai nilai minimum 1,357% dan maksimum 2,420% arah x serta nilai minimum 1,280% dan maksimum 2,640% arah y. Kata kunci: gedung, dinding geser, SRPMK Abstract Multi-storey buildings are prone to lateral forces. Therefore, a strong structure is needed to withstand these forces. One way of strengthening it is by using shear walls. This research was conducted to determine the effect of adding shear walls on the behavior or response of structures in ITTP buildings to earthquake forces. The research method used for earthquake load planning was static analysis of response spectrum with reference to SNI 1726-2019. Planning of building structures used SNI 2847-2019. The building load referred to SKBI 1987 and SNI 1727-2013 whereas the calculation of the ITTP building structure used the ETABS v.9.7.0 program. The results of the analysis showed that the shear wall column had decreased axial force of 0.05% - 27.17%, moment of 2.60% - 59.38% and shear force of 12.91% - 59.94%. The shear wall beam experienced a decrease in moment of 0.19% - 20.11% and shear force of 0.35% - 10.72%. Then the value of the story shear wall shear force was greater by 19% and the value of the deviation of the x direction of the shear walls was 44% smaller and the y direction was 38%. The drift ratio of the shear wall had a minimum value of 1.283% and a maximum of 2.420% of the x direction, and a minimum value of 1.357% and a maximum of 2.420% of the y direction. The SRPMK drift ratio showed a minimum value of 1.357% and a maximum value of 2.420% for the x direction and a minimum value of 1.280% and a maximum value of 2.640% for the y direction. Keywords: building, shear wall, SRPMK
| Item Type: | Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir) |
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
| Depositing User: | Kaprodi S1 Teknik Sipil UTY |
| Date Deposited: | 22 Oct 2020 02:45 |
| Last Modified: | 22 Oct 2020 02:45 |
| URI: | http://eprints.uty.ac.id/id/eprint/6007 |
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