?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+PERPINDAHAN+(DISPLACEMENT)+PONDASI+TIANG+PADA%0D%0AGEDUNG+BERTINGKAT&rft.creator=YOHANA+NONI%2C+1115011111&rft.subject=Q+Science+(General)&rft.description=Penelitian+ini+dilakukan+untuk+mempelajari+dan+mengetahui+perpindahan%0D%0A(displacement)+yang+terjadi+pada+pondasi+tiang.+Studi+ini+menggunakan+data%0D%0Asekunder%2C+yakni+data+tanah%2C+data+struktur+dan+data+pondasi+dari+bangunan+hotel%0D%0Ayang+terletak+di+Jalan+Rasuna+Said+no.+18+Teluk+Betung%2C+Bandar+Lampung.%0D%0ADalam+penelitian+ini%2C+data+struktur+diolah+menggunakan+program%0D%0ASAP2000.+Berdasarkan+nilai+perhitungan+dari+pengolahan+data+struktur+pada%0D%0Aprogram+tersebut+maka+dilanjutkan+dengan+melakukan+perhitungan+terhadap%0D%0Adaya+dukung+serta+perpindahan+(displacement)+pondasi+tiang.+Diameter+pondasi%0D%0Ayang+digunakan+yaitu+1+m+dan+2+m+dengan+kedalaman+kurang+dari+8+m.%0D%0APerhitungan+perpindahan+pondasi+dilakukan+dengan+menggunakan+metode%0D%0Akonvensional+dan+metode+Broms.%0D%0ADari+hasil+penelitian%2C+didapat+nilai+perpindahan+dengan+dua+metode%0D%0Atersebut.+Masing+masing+nilai+perpindahan+adalah+sebagai+berikut.+Perhitungan%0D%0Ametode+konvensional+pada+tiang+dengan+diameter+1+m+didapat+nilai+perpindahan%0D%0Asebesar+0%2C5+mm+pada+diameter+2+m+didapat+nilai+perpindahan+sebesar+0%2C03+mm%0D%0Asedangkan+dengan+metode+Broms+pada+diameter+1+m+didapat+nilai+perpindahan%0D%0Asebesar+5%2C7+mm+dan+pada+diameter+2+m+didapat+nilai+perpindahan+sebesar+1%2C7%0D%0Amm.+Dari+hasil+yang+ada%2C+dapat+disimpulkan+bahwa+pada+perhitungan%0D%0Aperpindahan+tiang+dengan+metode+konvensional+dan+metode+Broms+didapat+hasil%0D%0Ayang+aman+dimana+menurut+Mc+Nulty+nilai+perpindahan+yang+aman+adalah%0D%0Akurang+dari+6+mm.%0D%0AKata+kunci+%3A+perpindahan+(displacement)+pondasi%2C+konvensional%2C+Broms.%0D%0A%0D%0A%0D%0AABSTRAK+BAHASA+INGGRIS%0D%0A%0D%0AThis+research+was+conducted+to+study+and+determine+the+displacement%0D%0Aoccurring+on+pile+foundation.+This+study+uses+secondary+data%2C+its+soil+data%2C+the%0D%0Astructure+and+foundations+of+the+hotel+building+located+at+Jalan+Rasuna+Said+no.%0D%0A18+Teluk+Betung%2C+Bandar+Lampung.%0D%0AIn+this+study%2C+the+data+structure+is+processed+using+SAP2000+program.%0D%0ABased+on+the+calculation+of+the+value+of+the+data+processing+structure+in+the%0D%0Aprogram+then+continued+with+calculation+of+carrying+capacity+as+well+as+the%0D%0Adisplacement+pile.+Diameter+of+foundation+used+is+1+m+and+2+m+with+a+depth+of%0D%0Aless+than+8+m.+Foundation+displacement+calculation+is+done+using+the%0D%0Aconventional+method+and+the+method+Broms.%0D%0AFrom+the+research%2C+the+displacement+values+obtained+with+the+two%0D%0Amethods.+Each+value+of+displacement+is+as+follows.+Conventional+methods+of%0D%0Acalculation+on+a+pole+with+a+diameter+of+1+m+obtained+displacement+value+of+0.5%0D%0Amm+in+diameter+2+m+obtained+displacement+value+of+0.03+mm%2C+while+the+method%0D%0ABroms+in+diameter+1+m+obtained+displacement+value+of+5.7+mm+and+the+diameter%0D%0Aof+2+m+obtained+value+of+the+displacement+of+1.7+mm.+From+the+results%2C+it+can+be%0D%0Aconcluded+that+the+calculation+of+the+pole+shift+with+the+conventional+method+and%0D%0Athe+method+of+safe+Broms+obtained+results+where%2C+according+to+Mc+Nulty+safe%0D%0Atransfer+value+is+less+than+6+mm.%0D%0AKeywords%3A+displacement+foundation%2C+conventional%2C+Broms.&rft.publisher=Fakultas+Teknik&rft.date=2015-10-23&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F1%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F2%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F3%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F4%2FCOVER%2520DEPAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F5%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F6%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F7%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F8%2FMENGESAHKAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F9%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F10%2FMENYETUJUI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F11%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F12%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F13%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F14%2FSURAT%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F16105%2F15%2FBAB%2520I.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F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