ANALISIS GAYA GEMPA PADA BANGUNAN RUMAH TINGGAL DI WILAYAH GEMPA TINGGI
Four stories building was used as structure model. Static earthquake loads distribution were determined according to SNI 1726:2012. The effect of dynamic earthquake loads also considered. The result of structural analysis determined using ETABS. It were static shear force 1.082,64 KN and dynamic she...
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| Format: | Article |
| Language: | Indonesian |
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Jurusan Teknik Sipil Universitas Syiah Kuala
2018-11-01
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| Series: | Jurnal Teknik Sipil |
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| Online Access: | https://doi.org/10.24815/jts.v7i2.10126 |
| Summary: | Four stories building was used as structure model. Static earthquake loads distribution were determined according to SNI 1726:2012. The effect of dynamic earthquake loads also considered. The result of structural analysis determined using ETABS. It were static shear force 1.082,64 KN and dynamic shear force, Fx = 1.057 KN and Fy = 983,5 KN. Colomn and beam forces were also determined. Support reactions and joint displacements were determined through structural analysis. Mass modal participation has been reached over 90% at mode 5. Story drift was still smaller than the allowable story drift. |
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| ISSN: | 2088-9321 2502-5295 |