?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+STRUKTUR+GEDUNG+BERTINGKAT+RENDAH+AKIBAT%0D%0APENGARUH+BEBAN+GEMPA+DENGAN+METODE+RIWAYAT+WAKTU&rft.creator=Fadila+Amelia+Karima%2C+1615011064&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=High-rise+buildings+are+buildings+that+are+vulnerable+in+the+event+of+an+earthquake%0D%0Aand+have+the+potential+to+cause+casualties.+Ground+movements+due+to+earthquakes%0D%0Acan+cause+vibrations+and+deformations+that+can+damage+building+structures.%0D%0AAnalysis+and+evaluation+need+to+be+done+to+minimize+unwanted+events.%0D%0A%0D%0AThis+study+aims+to+analyze+the+structure+in+meeting+the+safety+requirements+based%0D%0Aon+SNI+1726%3A2019+with+the+interstory+drift+and+ATC-40+which+is+reviewed+based+on%0D%0Athe+maximum+total+drift.+Structural+analysis+was+carried+out+using+the+time+history%0D%0Amethod+with+the+help+of+SAP2000+software.+The+building+model+was+analyzed+using%0D%0A5+(five)+input+accelerograms.+The+acceleration+of+the+accelerogram+that+is+used+as%0D%0Aan+input+earthquake+needs+to+be+scaled+first+to+the+level+of+the+research+plan%0D%0Aaccording+to+the+object.%0D%0A%0D%0AFrom+the+results+of+this+study%2C+it+was+found+that+due+to+the+influence+of+the+input%0D%0Aearthquake+of+Imperial+Valley%2C+Kobe%2C+Kocaeli%2C+Northridge%2C+and+San+Fernando%2C+the%0D%0Adeviation+between+levels+that+occurred+was+still+in+the+safe+category+because+it+did%0D%0A%0D%0Anot+exceed+the+deviation+between+the+permit+levels%2C+which+was+48.4615+mm.+The%0D%0Alargest+inter-level+deviation+due+to+the+influence+of+the+X-direction+earthquake+for%0D%0Aeach+input+earthquake+is+the+Imperial+Valley+earthquake+(34.5087+mm)%2C+Kobe%0D%0Aearthquake+(30.4508+mm)%2C+Kocaeli+earthquake+(26.9044+mm)%2C+Northridge%0D%0Aearthquake+(26.0285+mm)%2C+and+the+San+Fernando+earthquake+(42.1334+mm).+In+the%0D%0AY+direction%2C+the+largest+level+deviation+values+for+each+earthquake+are+Imperial%0D%0AValley+earthquake+(37.1214+mm)%2C+Kobe+earthquake+(37.8562+mm)%2C+Kocaeli%0D%0Aearthquake+(37.3904+mm)%2C+Northridge+earthquake+(29.5991+mm)+and+San+Fernando%0D%0Aearthquake+(39.6296+mm).+The+building+is+included+in+the+Immediate+Occupancy%0D%0A(IO)+performance+level+based+on+ATC-40%2C+the+maximum+total+drift+value+is+below%0D%0Athe+0.01+limit.%0D%0A_____%0D%0AKey+words%3A+earthquake+load%2C+time+history+analysis%2C+accelerogram%2C+interstory+drift%2C%0D%0A%0D%0Astructural+performance.%0D%0A%0D%0ABangunan+bertingkat+merupakan+bangunan+yang+rentan+apabila+terjadi+gempa+bumi%0D%0Adan+berpotensi+menimbulkan+korban+jiwa.+Pergerakan+tanah+akibat+terjadinya%0D%0Agempa+bumi+dapat+menimbulkan+getaran+dan+deformasi+yang+dapat+merusak%0D%0Astruktur+bangunan.+Analisis+serta+evaluasi+perlu+dilakukan+untuk+meminimalisir%0D%0Akejadian+yang+tidak+diinginkan.%0D%0A%0D%0APenelitian+ini+bertujuan+untuk+menganalisis+struktur+dalam+memenuhi+persyaratan%0D%0Akeamanan+berdasarkan+SNI+1726%3A2019+dengan+tinjauan+simpangan+antar+tingkat%0D%0Adan+ATC-40+yang+ditinjau+berdasarkan+maximum+total+drift.+Analisis+struktur+yang%0D%0Adilakukan+menggunakan+metode+riwayat+waktu+dengan+bantuan+software+SAP2000.%0D%0AModel+gedung+dianalisis+dengan+menggunakan+5+(lima)+akselerogram+gempa%0D%0Amasukan.+Percepatan+akselerogram+yang+digunakan+sebagai+gempa+masukan+perlu%0D%0Adiskalakan+terlebih+dahulu+terhadap+taraf+gempa+rencana+sesuai+objek+penelitian.%0D%0A%0D%0ADari+hasil+penelitian+ini%2C+didapatkan+bahwa+akibat+pengaruh+gempa+masukan%0D%0AImperial+Valley%2C+Kobe%2C+Kocaeli%2C+Northridge%2C+dan+San+Fernando%2C+simpangan+antar%0D%0A%0D%0Atingkat+yang+terjadi+masih+dalam+kategori+aman+karena+tidak+melebihi+simpangan%0D%0Aantar+tingkat+izin+yaitu+48%2C4615+mm.+Simpangan+antar+tingkat+terbesar+akibat%0D%0Apengaruh+gempa+arah+X+untuk+masing-masing+gempa+masukan+adalah+gempa%0D%0AImperial+Valley+(34%2C5087+mm)%2C+gempa+Kobe+(30%2C4508+mm)%2C+gempa+Kocaeli%0D%0A(26%2C9044+mm)%2C+gempa+Northridge+(26%2C0285+mm)%2C+dan+gempa+San+Fernando%0D%0A%0D%0A(42%2C1334+mm).+Pada+arah+Y%2C+nilai+simpangan+antar+tingkat+terbesar+untuk+masing-%0D%0Amasing+gempa+adalah+gempa+Imperial+Valley+(37%2C1214+mm)%2C+gempa+Kobe+(37%2C8562%0D%0A%0D%0Amm)%2C+gempa+Kocaeli+(37%2C3904+mm)%2C+gempa+Northridge+(29%2C5991+mm)%2C+dan+gempa%0D%0ASan+Fernando+(39%2C6296+mm).+Gedung+termasuk+dalam+taraf+kinerja+Immediate%0D%0AOccupancy+(IO)+berdasarkan+ATC-40%2C+nilai+maximum+total+drift+berada+dibawah%0D%0Abatas+0%2C01.%0D%0A%0D%0A_____%0D%0AKata+kunci%3A+beban+gempa%2C+analisis+riwayat+waktu%2C+akselerogram%2C+simpangan+antar%0D%0A%0D%0Atingkat%2C+kinerja+struktur.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021-10-29&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67729%2F1%2FABSTRAK%2520-%2520Fadila%2520Amelia%2520Karima.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67729%2F2%2FSKRIPSI%2520FULL%2520-%2520Fadila%2520Amelia%2520Karima.pdf&rft.format=text&rft.identi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