Susilo Aditya Darma, - (2024) ANALISIS KINERJA STRUKTUR BANGUNAN GEDUNG 2 ITB INNOVATION PARK SUMMARECON AKIBAT BEBAN GEMPA DINAMIS. S1 thesis, Universitas Pendidikan Indonesia.
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Abstract
Kota Bandung merupakan ibukota Provinsi Jawa Barat yang terletak pada bagian barat Pulau Jawa dan merupakan salah satu wilayah yang memiliki risiko gempa yang cukup tinggi. Maka dari itu bangunan di Kota Bandung harus dirancang sesuai dengan standar bangunan tahan gempa salah satunya Gedung 2 ITB Innovation Park Summarecon. Penelitian ini bertujuan unuk mengetahui nilai simpangan maksimum dan simpangan maksimum antar lantai akibat beban gempa serta level kinerja struktur Gedung 2 ITB Innovation Park Teknopolis. Metode penelitian yang digunakan adalah komparatif. Analisis yang dilakukan menggunakan metode response spectrum dan time history dengan acuan penentuan level kinerja struktur sesuai dengan pedoman ATC-40. Hasil penelitian menunjukan nilai simpangan maksimum dengan metode response spectrum arah x sebesar 113,859 mm dan arah y sebesar 104.911 mm. Untuk metode time history memiliki nilai simpangan maksimum model 1 arah x sebesar 114,166 mm dan arah y sebesar 80,168 mm, model 2 arah x sebesar 112,996 mm dan arah y sebesar 108.782, dan model 3 arah x sebesar 107,105 dan arah y sebesar 115,148. Level kinerja Gedung 2 ITB Innvation Park Teknopolis termasuk pada kategori performance level Immediate Occupancy (IO) yang berarti struktur bangunan hanya mengalami kerusakan minor serta dapat langsung digunakan kembali untuk beraktivitas. Bandung City is the capital of West Java Province, which is located in the western part of Java Island and is one of the areas that has a fairly high earthquake risk. Therefore, buildings in the city of Bandung must be designed according to earthquake-resistant building standards, one of which is Building 2 ITB Innovation Park Summarecon. This research aims to determine the maximum deviation and maximum deviation between floors due to earthquake loads and the level of structural performance of Building 2 ITB Innovation Park Teknopolis. The research method used is comparative. The analysis was carried out using the method response spectrum and time history with reference to determining the level of structural performance in accordance with ATC-40 guidelines. The research results show the maximum deviation value using the method response spectrum the x direction is 113,859 mm and the y direction is 104,911 mm. For method time history has a maximum deviation value for the 1 x direction model of 114.166 mm and the y direction of 80.168 mm, the 2 x direction model of 112.996 mm and the y direction of 108,782, and the 3 x direction model of 107.105 and the y direction of 115.148. The performance level of Building 2 ITB Innvation Park Teknopolis is included in the category performance level Immediate Occupancy (IO) which means that the building structure only suffered minor damage and can be immediately reused for activities.
| Item Type: | Thesis (S1) |
|---|---|
| Additional Information: | https://scholar.google.com/citations?hl=en&user=Ft_Vo1AAAAAJ&view_op=list_works&gmla=ALUCkoVCspQuDynxsDmo2heuaf0UI8eAsPkCwhTluKvYCMXdga-Yv3ijWmCj08u2Fcm7-vDDC6Nhg1sB1OGAbOf8wSUm3YWill2VNA ID SINTA Dosen Pembimbing : Budi Kudwadi: 5995921 Ben Navarro Batubara: 6710018 |
| Uncontrolled Keywords: | Beban Gempa Dinamis, Kinerja Struktur, Respon Spektrum, Time History, Simpangan Horizontal. Dynamic Earthquake Load, Structural Performance, Spectrum Response, Time History, Horizontal Deviation. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Pendidikan Teknik dan Industri > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil |
| Depositing User: | Susilo Aditya Darma |
| Date Deposited: | 22 Oct 2024 07:49 |
| Last Modified: | 22 Oct 2024 07:49 |
| URI: | http://repository.upi.edu/id/eprint/127660 |
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