SETYAWAN, HERI (2021) ANALISIS RIWAYAT WAKTU RESPONS NON LINEAR BANGUNAN GEDUNG APARTEMEN 15 LANTAI DIWILAYAH TANGERANG. S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
Structural behavior can be linear or nonlinear, but in real conditions most structural systems are nonlinear (Muthukrishnan, 1998). 2010). Nonlinear analysis is also used for building structures with irregular categories. In general, structural analysis of earthquakes is divided into 2 types, namely static and dynamic analysis (response spectrams, Pushover and Nonlinear Time History). And from the results of the analysis, it is found that the deviation between the levels analyzed is still within the limit of the deviation permit between levels, to check the stability of the building / P-Delta obtained
| Item Type: | Thesis (S1) |
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| NIM/NIDN Creators: | 41116110121 |
| Uncontrolled Keywords: | Kinerja Struktur, Time History Analysis, Non Linear Time History Analysis. |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil > 624.9 Building, Structure, and Installation/Bangunan, Struktur, dan Instalasi |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Dede Muksin Lubis |
| Date Deposited: | 16 Jan 2025 07:32 |
| Last Modified: | 16 Jan 2025 07:32 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/93275 |
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