?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=EVALUASI+KINERJA+STRUKTUR+GEDUNG+BERTINGKAT+DENGAN+ANALISIS+TIME+HISTORY%0D%0A(Studi+Kasus+%3A+Rumah+Sakit+Umum+Muhammadiyah+Metro)%0D%0A&rft.creator=MUHAMAD+RIFAI%2C+1715011001&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=ABSTRAK%0D%0A%0D%0A%0D%0AEVALUASI+KINERJA+STRUKTUR+GEDUNG+BERTINGKAT+DENGAN+ANALISIS+TIME+HISTORY%0D%0A(STUDI+KASUS+%3A+RUMAH+SAKIT+UMUM+MUHAMMADIYAH+METRO)%0D%0A%0D%0AOleh%0D%0A+MUHAMAD+RIFAI%0D%0A%0D%0APenelitian+ini+mengevaluasi+sturktur+gedung+bertingkat+dengan+jumlah+lantai+7+lantai+dan+1+basement+menggunakan+metode+analisis+riwayat+waktu+(Time+History)+dengan+5+rekaman+gempa+(akselerogram)+yang+digunakan%2C+antara+lain+%3A+El+Centro+(US%2C+1940)%2C+Chichi+(Taiwan%2C+1999)%2C+Gempa+Mentawai+(Sumatera%2C+2007)%2C+Friuli+(Italia%2C+1976)%2C+dan+Superstition+Hills+(USA%2C+1987).+Analisis+struktur+dihitung+menggunakan+softwere+ETABS+dalam+model+3+dimensi+(3D)+dengan+tujuan+untuk+mengevaluasi+kinerja+struktur+bangunan+bertingkat+menurut+SNI+1726-2019.%0D%0ASetelah+dilakukan+penelitian+didapatkan+hasil+penelitian+yaitu+nilai+periode+fundamental+alami+hasil+ETABS+untuk+arah+X+sebesar+2%2C6730+dan+arah+Y+sebesar+2%2C3130+detik%2C+nilai+periode+ini+melebihi+periode+maksimal+yaitu+sebesar+Tx+%3D+1%2C4346+dan+Ty+%3D+0%2C8976+detik.+Nilai+geser+dasar+sudah+memenuhi+persyaratan+dimana+nilai+Vt+lebih+besar+100%25+dari+V%2C+perbandingan+nilai+gaya+dan+momen+antara+analisis+statis+ekuivalen+dan+analisis+dinamik+time+history+tidak+lebih+dari+10%25.+Hasil+kontrol+drift+apabila+dianalisis+menggunakan+5+rekaman+gempa+simpangan+yang+terjadi+pada+struktur+gedung+memenuhi+syarat+simpangan+antar+tingkat+izin+untuk+arah+X+dan+arah+Y+nya.%0D%0A%0D%0A+Kata+kunci+%3A+Gempa+bumi%2C+analisis+time+history%2C+kinerja+struktur%0D%0A%0D%0AABSTRACT%0D%0A%0D%0A%0D%0APERFORMANCE+EVALUATION+OF+STORE+BUILDING+STRUCTURE+WITH+TIME+HISTORY+ANALYSIS%0D%0A(Case+Study%3A+Muhammadiyah+Metro+General+Hospital)%0D%0A%0D%0ABy%0D%0A%0D%0AMUHAMAD+RIFAI%0D%0A%0D%0AThis+study+evaluates+the+structure+of+a+multi-storey+building+with+7+floors+and+1+basement+using+the+Time+History+analysis+method+with+5+earthquake+records+(accelerograms)+used%2C+including%3A+El+Centro+(US%2C+1940)%2C+Chichi+(Taiwan%2C+1999)+%2C+Mentawai+Earthquake+(Sumatra%2C+2007)%2C+Friuli+(Italy%2C+1976)%2C+and+Superstition+Hills+(USA%2C+1987).+Structural+analysis+is+calculated+using+ETABS+software+in+a+3-dimensional+model+with+the+aim+of+evaluating+the+performance+of+high-rise+building+structures+according+to+SNI+1726-2019.%0D%0A%09After+doing+the+research%2C+the+research+results+obtained+that+the+value+of+the+natural+fundamental+period+of+ETABS+results+for+the+X+direction+is+2.6730+and+the+Y+direction+is+2.3130+seconds%2C+the+value+of+this+period+exceeds+the+maximum+period+of+Tx+%3D+1.4346+and+Ty+%3D+0.8976+seconds.+The+basic+shear+value+has+met+the+requirements+where+the+value+of+Vt+is+more+than+100%25+of+V%2C+the+comparison+of+the+value+of+the+force+and+moment+between+the+equivalent+static+analysis+and+the+dynamic+analysis+of+time+history+is+not+more+than+10%25.+The+results+of+drift+control+when+analyzed+using+5+records+of+earthquake+deviations+that+occur+in+the+building+structure+meet+the+requirements+for+deviations+between+permit+levels+for+the+X+direction+and+the+Y+direction.%0D%0A%0D%0AKeywords%3A+Earthquake%2C+time+history+analysis%2C+structural+performance%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2022-03-24&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F59337%2F1%2FABSTRAK-MUHAMAD%2520RIFAI-1715011001.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F59337%2F2%2FFILE%2520SKRIPSI%2520FULL%2520-%2520MUHAMAD%2520RIFAI-1715011001.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F59337%2F3%2FFILE%2520SKRIPSI%2520TANPA%2520PEMBAHASAN%2520-%2520MUHAMAD%2520RIFAI-1715011001.pdf&rft.identifier=++MUHAMAD+RIFAI%2C+1715011001++(2022)+EVALUASI+KINERJA+STRUKTUR+GEDUNG+BERTINGKAT+DENGAN+ANALISIS+TIME+HISTORY+(Studi+Kasus+%3A+Rumah+Sakit+Umum+Muhammadiyah+Metro).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F59337%2F