?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PERBANDINGAN+RESPONS+SEISMIK+STRUKTUR+GEDUNG%0D%0ASISTEM+KONVENSIONAL+(FIXED+BASE)+DENGAN+SISTEM%0D%0AISOLASI+DASAR+DOUBLE+FRICTION+PENDULUM%0D%0A(Studi+Kasus%3A+Gedung+Kuliah+Terpadu+Institut+Agama+Islam%0D%0A%0D%0ANegeri+Metro)&rft.creator=VIVIAN%2C++CHEN&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Building+design+must+consider+resistance+to+earthquakes%2C+as+earthquakes%0D%0Afrequently+destabilize+multi-storey+buildings.+One+strategy+devised+to+mitigate%0D%0Aearthquake+forces+is+using+seismic+isolation.+This+study+investigates+the+seismic%0D%0Aresponse+of+a+college+building+using+a+double+friction+pendulum+type+seismic%0D%0Aisolation+system.+It+compares+this+system+with+a+conventional+approach+to+assess%0D%0Aits+effectiveness+in+reducing+earthquake+impacts+such+as+base+shear+force%2C+period%2C%0D%0Aand+inter-story+drift.%0D%0AThis+research+takes+a+case+study+of+the+Integrated+Lecture+Building+of+the+State%0D%0AInstitute+of+Islam+(IAIN)+Metro+using+data+from+7+earthquake+records%0D%0A(accelerograms)+including%3A+Morgan+Hill+(California%2C+1984)%2C+Chi-chi+(Taiwan%2C%0D%0A1999)%2C+Hamadori+(Japan%2C+2011)%2C+Iwate-oki+(Japan%2C+2011)%2C+KushiroAs+(Japan%2C%0D%0A2004)%2C+Hyuganada+(Japan%2C+1996)%2C+and+Toakchi-oki+(Japan%2C+2008).+Structural%0D%0A%0D%0Aanalysis+was+calculated+using+a+commercial+structural+analysis+program+in+a+three-%0D%0Adimensional+model.+The+friction+pendulum+system+utilized+the+NS-SSB+(Nippon%0D%0A%0D%0ASteel-Spherical+Sliding+Bearing)+brochure+type+NSSSB-M(L)-45-350-700.%0D%0AThe+research+result+obtained+that+the+structure+with+seismic+isolation+has+a+period%0D%0Aof+2%2C06+times+longer+than+the+fixed+base+structure+model.+The+use+of+seismic%0D%0Aisolation+of+double+friction+pendulum+in+the+structure+reduces+the+average%0D%0Ainterstory+drift+by+33.31%25+in+the+X+direction+and+38.74%25+in+the+Y+direction.%0D%0A%0D%0AKeyword+%3A+seismic+isolation%2C+seismic+response%2C+time+history+analysis%0D%0ADesain+gedung+harus+mempertimbangkan+ketahanan+terhadap+gempa+bumi%2C+yang%0D%0Asering+kali+mengganggu+stabilitas+bangunan+bertingkat.+Salah+satu+strategi+yang%0D%0Adikembangkan+untuk+mereduksi+gaya+gempa+adalah+penggunaan+seismic+isolation.%0D%0APenelitian+ini+mengkaji+respons+seismik+gedung+kuliah+menggunakan+sistem%0D%0Aisolasi+dasar+tipe+double+friction+pendulum%2C+membandingkannya+dengan+sistem%0D%0Akonvensional%2C+untuk+mengevaluasi+efektivitas+struktur+dalam+mengurangi+energi%0D%0Agempa+seperti+gaya+geser+dasar%2C+periode%2C+dan+drift+antar+lantai.%0D%0APenelitian+ini+mengambil+studi+kasus+pada+Gedung+Kuliah+Terpadu+Institut+Agama%0D%0AIslam+Negeri+(IAIN)+Metro+menggunakan+data+7+rekaman+gempa+(akselerogram)%0D%0Aantara+lain%3A+Morgan+Hill+(California%2C+1984)%2C+Chi-chi+(Taiwan%2C+1999)%2C+Hamadori%0D%0A(Japan%2C+2011)%2C+Iwate-oki+(Japan%2C+2011)%2C+KushiroAs+(Japan%2C+2004)%2C+Hyuganada%0D%0A(Japan%2C+1996)%2C+dan+Toakchi-oki+(Japan%2C+2008).+Analisis+struktur+dihitung%0D%0Amenggunakan+program+analisis+struktur+komersial+dalam+model+tiga+dimensi.%0D%0A%0D%0APerencanaan+friction+pendulum+menggunakan+brosur+NS-SSB+(Nippon+Steel-%0D%0ASpherical+Sliding+Bearing)+tipe+NSSSB-M(L)-45-350-700R.%0D%0A%0D%0ADari+analisis+dan+perhitungan+struktur+dengan+seismic+isolation+diperoleh+periode%0D%0Astruktur+2%2C06+kali+lebih+besar+dibandingkan+dengan+model+struktur+fixed+base.%0D%0AStruktur+dengan+seismic+isolation+memiliki+gaya+geser+dasar+yang+lebih+kecil+dari%0D%0Astruktur+fixed+base+dengan+selisih+sebesar+33%2C33%25.+Penggunaan+seismic+isolation%0D%0Atipe+double+friction+pendulum+pada+struktur+mereduksi+interstory+drift+rata-rata%0D%0Adari+penggunaan+sebesar+33%2C31%25+pada+arah+X+dan+38%2C74%25+pada+arah+Y.%0D%0AKata+kunci+%3A+analisis+riwayat+waktu%2C+isolasi+dasar%2C+respons+seismik&rft.publisher=FAKULTAS+TEKNIK&rft.date=2024-08-07&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81401%2F1%2Fopen%255B1%255D&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81401%2F2%2Fopen%255B1%255D&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81401%2F3%2FVivian%2520Chen_2015011051_Teknik%2520Sipil_Tanpa%2520Pembahasandikompresi%2520-%2520Vivian%2520Chen.pdf&rft.identifier=++VIVIAN%2C+CHEN++(2024)+PERBANDINGAN+RESPONS+SEISMIK+STRUKTUR+GEDUNG+SISTEM+KONVENSIONAL+(FIXED+BASE)+DENGAN+SISTEM+ISOLASI+DASAR+DOUBLE+FRICTION+PENDULUM+(Studi+Kasus%3A+Gedung+Kuliah+Terpadu+Institut+Agama+Islam+Negeri+Metro).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F81401%2F