EVALUASI KINERJA GEDUNG RUMAH SAKIT PKU MUHAMMADIYAH GOMBONG TERHADAP BEBAN GEMPA DENGAN METODE TIME HISTORY
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Cahya, Kartika Wulan
Yuhanah, Tri
Yuhanah, Tri
Subject
Teknik Sipil
Datestamp
2019-10-07 05:58:19
Abstract :
Indonesia is a country with high earthquake intensity. One of the cities in Indonesia is Kebumen. Therefore, infrastructure development in Indonesia must consider the burden caused by the earthquake in its design. To find out the behavior of the structure due to earthquake load it is necessary to do dynamic analysis. In this study the method used is time history. The structure analyzed in this study is PKU Muhammadiyah Gombong Hospital Building which is in accordance with the earthquake in 2017 in Cilacap with a magnitude of 6.9 SR. This study examines the performance of building structures namely base shears and intersections between floors. The spectrum response used is the response spectrum of the city of Kebumen based on SNI-1726-2012 while the earthquake history used in this study is a history of earthquake Landers, Taiwan, Trinidad, Kocaeli. The result direction X for helipad kocaeli=0,7 x 10-7; Landers=0,94 x 10-3; Taiwan=2,050 x 10-3; dan Trained=4,720 x 10-3. The result direction Y for helipad kocaeli=0,2 x 10-7; Landers=1 x 10-3; Taiwan=1,269 x 10-3; dan Trained=9,805 x 10-3. The result direction X and Y of performance serve load are still safe because in qualify.
Indonesia is a country with high earthquake intensity. One of the cities in Indonesia is Kebumen. Therefore, infrastructure development in Indonesia must consider the burden caused by the earthquake in its design. To find out the behavior of the structure due to earthquake load it is necessary to do dynamic analysis. In this study the method used is time history. The structure analyzed in this study is PKU Muhammadiyah Gombong Hospital Building which is in accordance with the earthquake in 2017 in Cilacap with a magnitude of 6.9 SR. This study examines the performance of building structures namely base shears and intersections between floors. The spectrum response used is the response spectrum of the city of Kebumen based on SNI-1726-2012 while the earthquake history used in this study is a history of earthquake Landers, Taiwan, Trinidad, Kocaeli. The result direction X for helipad kocaeli=0,7 x 10-7; Landers=0,94 x 10-3; Taiwan=2,050 x 10-3; dan Trained=4,720 x 10-3. The result direction Y for helipad kocaeli=0,2 x 10-7; Landers=1 x 10-3; Taiwan=1,269 x 10-3; dan Trained=9,805 x 10-3. The result direction X and Y of performance serve load are still safe because in qualify.
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