eprintid: 142446 rev_number: 37 eprint_status: archive userid: 217356 dir: disk0/00/14/24/46 datestamp: 2025-10-07 09:38:05 lastmod: 2025-10-07 09:38:05 status_changed: 2025-10-07 09:38:05 type: thesis metadata_visibility: show creators_name: Aditya Heriansyah, - creators_name: Budi Kudwadi, - creators_name: Istiqomah, - creators_nim: NIM2108011 creators_nim: NIDN0022066301 creators_nim: NIDN0015127108 creators_id: aheriansyah@upi.edu creators_id: bkudwadi@upi.edu creators_id: istiqomah@upi.edu contributors_type: http://www.loc.gov/loc.terms/relators/THS contributors_type: http://www.loc.gov/loc.terms/relators/THS contributors_name: Budi Kudwadi, - contributors_name: Istiqomah, - contributors_nidn: NIDN0022066301 contributors_nidn: NIDN0015127108 contributors_id: bkudwadi@upi.edu contributors_id: istiqomah@upi.edu title: ANALISIS KINERJA SEISMIK STRUKTUR BETON DENGAN METODE PUSHOVER: Studi Kasus Amaris Hotel ispublished: pub subjects: L1 subjects: TH divisions: SIP full_text_status: restricted keywords: Respons Spektrum, Pushover, Simpangan, Perpindahan, Kinerja Struktur, ETABS18, SNI 1726-2019, ATC-40, FEMA-440 Response Spectrum, Pushover, Drift, Displacement, Structural Performance, ETABS18, SNI 1726-2019, ATC-40, FEMA-440 note: https://scholar.google.com/citations?hl=en&user=X0cI2y8AAAAJ ID SINTA Dosen Pembimbing: Budi Kudwadi: 5995921 Istiqomah: 6000414 abstract: Kota Bandung terletak pada wilayah dengan potensi gempa tinggi, kondisi geografis tersebut menjadikannya sebagai salah satu kawasan yang membutuhkan perhatian khusus dalam perencanaan pembangunan gedung. Gedung Amaris Hotel adalah salah satu gedung yang berlokasi di Kota Bandung. Tujuan penelitian ini untuk mengetahui nilai simpangan, perpindahan, dan level kinerja struktur yang terjadi. Metode analisis yang digunakan adalah analisis dinamik metode respons spektrum dan analisis statik metode pushover. Pemodelan struktur dilakukan dengan perangkat lunak ETABS 18.1.0 serta mengacu pada peraturan SNI 1726-2019, ATC-40, dan FEMA-440. Hasil analisis menunjukkan bahwa simpangan antar tingkat pada lantai atap dengan metode respons spektrum adalah 19,866 mm (arah X) dan 26,263 mm (arah Y), sedangkan dengan metode pushover adalah 36,185 mm (arah X) dan 53,284 mm (arah Y). Nilai perpindahan pada lantai atap dengan metode respons spektrum adalah 26,095 mm (arah X) dan 27,668 mm (arah Y), sedangkan dengan metode pushover adalah 59,253 mm (arah X) dan 59,992 mm (arah Y). Kinerja struktur berdasarkan ATC-40 dan FEMA-440 menunjukkan bahwa struktur berada dalam kategori Immediate Occupancy (IO) karena nilai drift ratio kurang dari 0,01. Hal ini menunjukkan bahwa bangunan aman dan tetap dapat digunakan setelah gempa, karena kerusakan struktural yang terjadi sangat minim. Bandung City is located in an area with high seismic potential, and this geographical condition makes it one of the regions that requires special attention in building design and construction planning. Amaris Hotel is one of the buildings located in Bandung City. The objective of this study is to determine the displacement, drift, and structural performance levels. The analysis methods used are the dynamic response spectrum method and the static pushover method. The structural modeling was carried out using ETABS 18.1.0 software, referring to SNI 1726-2019, ATC-40, and FEMA-440. The analysis results show that the inter-story drift at the roof level using the response spectrum method is 19.866 mm (X-direction) and 26.263 mm (Y-direction), while using the pushover method it is 36.185 mm (X-direction) and 53.284 mm (Y-direction). The roof-level displacement using the response spectrum method is 26.095 mm (X-direction) and 27.668 mm (Y-direction), while using the pushover method it is 59.253 mm (X-direction) and 59.992 mm (Y-direction). Based on ATC-40 and FEMA-440, the structural performance is categorized as Immediate Occupancy (IO) since the drift ratio is less than 0.01. This indicates that the building is safe and remains functional after an earthquake, as the structural damage is minimal. date: 2025-08-20 date_type: published institution: Universitas Pendidikan Indonesia department: KODEPRODI22201#Teknik Sipil_S1 thesis_type: other thesis_name: other official_url: https://repository.upi.edu/ related_url_url: https://repository.upi.edu/ related_url_type: org citation: Aditya Heriansyah, - and Budi Kudwadi, - and Istiqomah, - (2025) ANALISIS KINERJA SEISMIK STRUKTUR BETON DENGAN METODE PUSHOVER: Studi Kasus Amaris Hotel. S1 thesis, Universitas Pendidikan Indonesia. document_url: http://repository.upi.edu/142446/8/S_TS_2108011_Title.pdf document_url: http://repository.upi.edu/142446/2/S_TS_2108011_Chapter1.pdf document_url: http://repository.upi.edu/142446/3/S_TS_2108011_Chapter2.pdf document_url: http://repository.upi.edu/142446/4/S_TS_2108011_Chapter3.pdf document_url: http://repository.upi.edu/142446/5/S_TS_2108011_Chapter4.pdf document_url: http://repository.upi.edu/142446/6/S_TS_2108011_Chapter5.pdf document_url: http://repository.upi.edu/142446/7/S_TS_2108011_Appendix.pdf