Rafli Enggana Putra, - (2024) ANALISIS KINERJA STRUKTUR GEDUNG APARTEMEN JAKARTA LIVING STAR AKIBAT BEBAN GEMPA DINAMIS. S1 thesis, Universitas Pendidikan Indonesia.
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Abstract
Potensi gempa bumi di Indonesia menimbulkan kekhawatiran terhadap ketahanan struktur bangunan tidak simetris dan bertingkat tinggi dalam menahan gempa. Oleh karena itu dibutuhkan suatu analisis struktural yang menyeluruh untuk memastikan bahwa sebuah gedung bertingkat tinggi yang memiliki ketidakberaturan aman terhadap gempa bumi. Tujuan dari penulisan tugas akhir ini yaitu untuk mengetahui nilai simpangan antar tingkat maksimum yang diambil dari nilai perpindahan, serta mengetahui level kinerja struktur berdasarkan ATC-40 dengan menggunakan bantuan software Etabs. Metode yang digunakan yaitu respons spektrum dan time history pada Apartemen Jakarta Living Star Tower A dengan jumlah lantai 24 lantai. Hasil penelitian ini yaitu nilai perpindahan maksimum berdasarkan metode respons spektrum berada pada lantai atap untuk arah x sejauh 153.264 mm dan untuk arah y sejauh 142.649 mm. Kemudian nilai simpangan antar tingkat maksimum arah x berada pada lantai 23 sejauh 42.702 mm dan nilai simpangan antar tingkat maksimum arah y berada pada lantai 7 sejauh 39.683 mm. Sedangkan nilai perpindahan maksimum berdasarkan metode time history berada pada lantai atap yang terjadi akibat beban gempa Geiyo untuk arah x sejauh 154.689 mm dan untuk arah y sejauh 141.712 mm. Kemudian nilai simpangan antar tingkat maksimum terjadi akibat beban gempa Geiyo arah x berada pada lantai 15 sejauh 45.76 mm dan arah y terjadi akibat beban gempa Geiyo berada pada lantai 13 sejauh 43.362 mm. Berdasarkan rasio simpangan struktur yang didapat, maka level kinerja struktur gedung berdasarkan ATC-40 termasuk dalam kategori level kinerja immediate occupancy (IO). The potential for earthquakes in Indonesia raises concerns about the resilience of asymmetrical and high-rise building structures to withstand earthquakes. Therefore, a comprehensive structural analysis is needed to ensure that a high-rise building with irregularities is safe from earthquakes. The purpose of writing this final project is to determine the maximum inter-story deviation value taken from the displacement value, and to determine the level of structural performance based on ATC-40 using the help of Etabs software. The methods used are spectrum response and time history at the Jakarta Living Star Tower A Apartment with 24 floors. The results of this study are that the maximum displacement value based on the spectrum response method is on the roof floor for the x direction as far as 153.264 mm and for the y direction as far as 142.649 mm. Then the maximum inter-story deviation value in the x direction is on the 23rd floor as far as 42.702 mm and the maximum inter-story deviation value in the y direction is on the 7th floor as far as 39.683 mm. Meanwhile, the maximum displacement value based on the time history method is on the roof floor which occurs due to the Geiyo earthquake load for the x direction as far as 154.689 mm and for the y direction as far as 141.712 mm. Then the maximum inter-story deviation value occurs due to the Geiyo earthquake load in the x direction is on the 15th floor as far as 45.76 mm and the y direction occurs due to the Geiyo earthquake load on the 13th floor as far as 43.362 mm. Based on the structural deviation ratio obtained, the building structure performance level based on ATC-40 is included in the immediate occupancy (IO) performance level category.
| Item Type: | Thesis (S1) |
|---|---|
| Additional Information: | https://scholar.google.com/citations?view_op=new_profile&hl=en ID SINTA Dosen Pembimbing: Nanang Dalil Herman: 6040771 Ben Novarro Batubara: 6710018 |
| Uncontrolled Keywords: | Ketidakberaturan, simpangan, perpindahan, respons spektrum, time history Irregularity, drift, displacement, spectral response, time history |
| 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: | Rafli Enggana Putra |
| Date Deposited: | 28 Oct 2024 03:24 |
| Last Modified: | 28 Oct 2024 03:24 |
| URI: | http://repository.upi.edu/id/eprint/127737 |
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