?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+KINERJA+PELAT+DAN+BALOK+BETON+BERTULANG+DI+GEDUNG+E%0D%0A%0D%0AFAKULTAS+TEKNIK+UNIVERSITAS+LAMPUNG%0D%0A%0D%0AAKIBAT+GETARAN&rft.creator=DHEA+YULIA+RESMONIDA%2C+161511031&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Pada+umumnya+lantai+gedung+perkuliahan+akan+mengalami+beban+hidup+yang%0D%0Aberasal+dari+berbagai+aktivitas+di+atasnya.+Pergerakan+beban+hidup+di+atas+lantai+ini%0D%0Aakan+menghasilkan+getaran+pada+struktur+lantai+dan+dapat+menimbulkan%0D%0Aketidaknyamanan+bagi+pengguna+gedung.%0D%0AStudi+ini+bertujuan+untuk+mengevaluasi+getaran+lantai+ruang+kelas+dengan+metode%0D%0Apengujian+di+lapangan+dan+analisis+numerik+menggunakan+Software+SAP2000.%0D%0AUntuk+perhitungan+mengacu+pada+peraturan+ISO+2631-2+%3A+2003+dan+Steel+Design%0D%0AGuide+11th+Series+%E2%80%9CFloor+Vibration+due+to+Human+Activity%E2%80%9D.%0D%0A%0D%0ABerdasarkan+hasil+pengujian+lapangan%2C+didapatkan+kuat+tekan+beton+pelat+dan%0D%0Abalok+bertulang+antara+K-350+dan+K-400+termasuk+karateristik+beton+mutu+sedang%0D%0Adan+didapatkan+frekuensi+pelat+lantai+berkisar+12%2C94+%E2%80%93+23%2C29+Hz+dengan+akselerasi%0D%0Aantara+0%2C235+%E2%80%93+1%2C13+m%2Fs2.+Sedangkan+berdasarkan+analisis+numerik+didapatkan%0D%0Ahasil+frekuensi+getaran+sebesar+8%2C0515+Hz+dan+frekuensi+akibat+beban+berjalan%0D%0Asebesar+8%2C13+Hz+dengan+akselerasi+frekuensi+alami+dibawah+0%2C5%25g+sehingga%0D%0Astruktur+tersebut+kaku.%0D%0A%0D%0AKata+kunci+%3A+Balok%2C+pelat%2C+getaran+dan+akselerasi.%0D%0A%0D%0A%0D%0A%0D%0AIn+General%2C+the+plate+of+building+will+restrain+the+live+load+from+various+activities%0D%0Aon+it.+Furthermore%2C+this+live+load+may+produce+structural+vibrations+which+cause%0D%0Athe+inconvenient+condition+for+the+users.%0D%0A%0D%0AThe+study+aims+to+evaluate+the+vibrations+of+the+plate+based+on+testing+on+field+and%0D%0Anumerical+analysis+using+SAP2000+Software.+The+analysis+calcutions+according+to%0D%0AISO+2631-2+%3A+2003+and+steel+design+guide+11th+series+floor+vibrations+due+to%0D%0Ahuman+activity.%0D%0A%0D%0AThe+measurement+on+field+shows+that+the+compression+strength+of+reinforced%0D%0Aconcrete+for+the+plate+and+beams+are+between+K-350+and+K-400+which+means+both%0D%0Aof+them+are+medium+quality+concrete+in+addition.+The+frequencies+of+plate+are%0D%0Abetween+12%2C94+-+23%2C29+Hz+with+the+acceleration+rates+of+0%2C235+-+1%2C13+m%2Fs2.+The%0D%0Anumerical+analysis+results+that+the+frequences+of+plate+in+8%2C0515+Hz+and+8%2C13+Hz%0D%0Afrequences+due+to+walking+load+with+the+accelerations+under+0%2C5%25+g.+Based+on%0D%0Aboth+of+analysis+is+concluded+that+the+plate+E+building+is+a+rigid+structure.%0D%0A%0D%0AKey+words%3A+Beam%2C+plate%2C+vibrations+and+acceleration%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2020-07-01&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F58534%2F1%2FAbstrack%2520-%2520Dhea%2520yr.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F58534%2F2%2FSkripsi%2520Full%2520Teks%2520-%2520Dhea%2520yr.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F58534%2F3%2FSkripsi%2520Tanpa%2520Pembahasan%2520-%2520Dhea%2520yr.pdf&rft.identifier=++DHEA+YULIA+RESMONIDA%2C+161511031++(2020)+STUDI+KINERJA+PELAT+DAN+BALOK+BETON+BERTULANG+DI+GEDUNG+E+FAKULTAS+TEKNIK+UNIVERSITAS+LAMPUNG+AKIBAT+GETARAN.++Fakultas+Teknik%2C+Universitas+Lampung.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F58534%2F