?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=EVALUASI+PENGARUH+DILATASI+PADA+GEDUNG+BAJA+EMPAT%0D%0ALANTAI+TERHADAP+BEBAN+GEMPA+MENGGUNAKAN+METODE%0D%0A%0D%0ASTATIK+PUSHOVER&rft.creator=Rizky+Prihandoyo%2C+1415011130&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Laboratorium+Teknik+3+ITERA+menerapkan+dilatasi+pada+pembangunannya%0D%0Adengan+asumsi+masing-masing+bangunan+dapat+berdefleksi+saat+terjadi+gempa.%0D%0AAnalisis+pushover+merupakan+salah+satu+metode+yang+digunakan+untuk+mengetahui%0D%0Aperilaku+keruntuhan+bangunan.+Penelitian+ini+bertujuan+untuk+mengetahui%0D%0Apengaruh+bangunan+dilatasi+(model+A1+%26+A2)+dengan+bangunan+tanpa+dilatasi%0D%0A(model+B1)+sebagai+pembanding+terhadap+level+kinerja+struktur%2C+gaya+geser+dasar%0D%0Amaksimum+yang+ditahan+struktur+dan+pola+keruntuhan+akibat+beban+gempa.%0D%0ABerdasarkan+hasil+analisis%2C+total+simpangan+gedung+existing+dengan+dilatasi%0D%0A(model+A1+%26+A2)+sebesar+96%2C54+mm+tidak+melebihi+jarak+yang+tersedia+yaitu+250%0D%0Amm.+Nilai+target+displacement+metode+FEMA-440+dengan+level+kinerja+paling+baik%0D%0Apada+gedung+existing+dengan+dilatasi+(model+A1)+pada+arah-x+yang+berada+pada%0D%0Atingkat+Immediate+Occupancy+dan+level+kinerja+paling+rendah+pada+gedung%0D%0Amodifikasi+tanpa+dilatasi+(model+B1)+pada+arah-x+yang+berada+pada+tingkat%0D%0AStructural+Stability.+Mekanisme+keruntuhan+struktur+menunjukan+mekanisme%0D%0Astrong+column+weak+beam.%0D%0AKata+kunci+%3A+dilatasi%2C+pushover%2C+immediate+occupancy%2C+structural+stability.%0D%0AITERA's+Engineering+Laboratory+3+applies+dilation+to+its+construction%0D%0Aassuming+each+building+can+reflect+during+an+earthquake.+Pushover+analysis+is+one%0D%0Aof+the+methods+used+to+determine+the+behavior+of+building+collapses.+This+study+aims%0D%0Ato+find+out+the+influence+of+dilational+buildings+(model+A1+%26+A2)+with+buildings%0D%0Awithout+dilation+(model+B1)+as+a+comparison+to+the+level+of+structural+performance%2C%0D%0Athe+maximum+basic+shear+force+that+the+structure+retains+and+the+pattern+of+collapse%0D%0Adue+to+earthquake+load.%0D%0ABased+on+the+results+of+the+analysis%2C+the+total+deviation+of+existing+buildings+with%0D%0Adilation+(model+A1+%26+A2)+of+96.54+mm+does+not+exceed+the+available+distance+of%0D%0A250+mm.+The+fema-440+method's+target+displacement+value+with+the+best%0D%0Aperformance+level+in+existing+buildings+with+dilation+(model+A1)+at+x-direction+is+at%0D%0Aimmediate+occupancy+and+the+lowest+performance+level+in+the+modified+building%0D%0Awithout+dilation+(model+B1)+at+the+x-direction+which+is+at+the+structural+stability%0D%0Alevel.+The+structural+collapse+mechanism+indicates+the+strong+column+weak+beam%0D%0Amechanism.%0D%0AKeywords+%3A+dilation%2C+pushover%2C+immediate+occupancy%2C+structural+stability.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F62405%2F1%2FABSTRAK%2520_%2520RIZKY%2520PRIHANDOY%2520-%2520rizky%2520prihandoyo.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F62405%2F2%2FSKRIPSI%2520FULL_RIZKY%2520PRIHANDOYO%2520-%2520rizky%2520prihandoyo.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F62405%2F3%2FSKRIPSI%2520FULL%2520TANPA%2520PEMBAHASAN_RIZKY%2520PRIHANDOYO%2520-%2520rizky%2520prihandoyo.pdf&rft.identifier=++Rizky+Prihandoyo%2C+1415011130++(2021)+EVALUASI+PENGARUH+DILATASI+PADA+GEDUNG+BAJA+EMPAT+LANTAI+TERHADAP+BEBAN+GEMPA+MENGGUNAKAN+METODE+STATIK+PUSHOVER.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F62405%2F