Ekawindra, Febra Darno (2017) Analisis Dan Desain Struktur Bangunan Gedung Tinggi 50 Lantai Dengan Sistem Interaktif Rigid Frame – Shear Wall – Core Wall Pada Wilayah Resiko Gempa Tinggi. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
LPMP Sumbar adalah Lembaga Penjaminan Mutu Pendidikan yang berlokasi Di Kota Padang. Kebutuhan akan ruang dan kurangnya lahan pada komplek LPMP, merupakan tantangan yang harus diatasi dalam pembangunan. Bangunan bertingkat banyak adalah salah satu solusi pembangunan terhadap kurangnya lahan dan ruang. Dalam perencanaan struktur bangunan gedung tinggi ini, diperlukan sistem struktur yang mampu memikul gaya aksial maupun lateral, terutama struktur ini direncanakan pada wilayah resiko gempa tinggi. Untuk itu, digunakan sistem interaktif rigid frame-shear wall-core wall. Struktur bangunan ini direncanakan dengan tinggi perlantai 370cm dan tinggi totalnya adalah 1850cm. Material struktur menggunakan beton bertulang (f'c 50Mpa dan fy 400Mpa). Dari analisa dan perhitungan diperoleh hasil desain berbagai jenis komponen struktur yaitu, tebal pelat lantai 125mm, balok 45cm x 70cm, dimensi kolom pada kondisi maksimum yaitu pada lantai dasar (140cm x 140cm), dimensi dinding geser dengan tebal 50cm yang dipasang komponen batas khusus, dan pondasi dengan diameter 100cm dan pour dengan tebal minimal 120cm. Kata Kunci: bored pile, core wall, resiko gempa tinggi, sistem interaktif, rigid frame, shear wall, gedung tinggi.
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LPMP West Sumatera is an Education Quality Assurance Agency located in Padang city. The need for space and lack of land in the LPMP complex, is a challenge that must be addressed in the city development. Multi-story building is one of the development solutions to the lack of land and space. In the design of this high-rise building structures, a structural system which can carry the axial and lateral forces is required, particularly when it is designed in the highly seismic region. Therefore, the rigid frame-shear wall-core wall interactive system is used. The structure of this building is designed with a story height of 370 cm and its total height of 1850 cm. The structural material is reinforced concrete (f'c 50 MPa and fy 400 MPa). From the analysis and calculation, the result of the design of various types of structural components are 125 mm thickness of floor slab, 45 cm x 70 cm beam, the maximum column dimension is located at ground floor (140 cm x 140 cm), 50 cm-thick shear wall with special boundary element, and pile foundation with diameter of 100 cm and pile caps with the minimum thickness of 120 cm. Keywords: bored pile, core wall, high seismic risk, interactive system, rigid frame, shear wall, tall building.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | bored pile, core wall, high seismic risk, interactive system, rigid frame, shear wall, tall building. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Febra Darno Eka Windra |
| Date Deposited: | 17 Jul 2024 06:16 |
| Last Modified: | 17 Jul 2024 06:16 |
| URI: | http://repository.its.ac.id/id/eprint/46311 |
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