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  • 标题:PERENCANAAN STRUKTUR BETON BERTULANG GEDUNG BERTINGKAT MENGGUNAKAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS
  • 本地全文:下载
  • 作者:Naratama ; Sutarja, I Nyoman ; Dana, I Wayan
  • 期刊名称:Jurnal Ilmiah Teknik Sipil
  • 印刷版ISSN:1411-1292
  • 电子版ISSN:2541-5484
  • 出版年度:2016
  • 卷号:18
  • 期号:1
  • 语种:English
  • 出版社:Jurnal Ilmiah Teknik Sipil
  • 摘要:Joint laboratory building is to be built at Udayana University in Denpasar campus. It is important to consider the potential of the earthquake in the region. Based on SNI - 03-1726-2002, Denpasar is located in seismic zone 5 (regions with strong seismic risk). The purpose of this study is to plan the structure of earthquake-resistant reinforced concrete buildings including the calculation and design plan based on SNI 03-2847-2002 and SNI 03-1726-2002 using the Special Moment Resisting Frame (SMRF). The building has a floor plan size of 61.6 m x 41.8 m, with 4 floors structure and 14.4 m high. The structure planned resulted a 120 mm thick slab with reinforcement of Ø12 mm and the distance between the foundation and reinforcement on the field is of 150 mm , while in the staging area used for the reinforcement is of Ø12 - 300 mm. Stairs calculation is obtained with a reinforcement with D12 – 150 and Ø10 - 200 mm . Secondary beam 25/35 used a reinforcement with 4D13 and Ø10-50 mm . For primary beam 35/60 used 4 D16 main reinforcement , and reinforcement Ø10-150 mm on the hoops and torsion . In the column used 50/50 with the main reinforcement 12D19 mm and Ø10-120 mm. Pile foundations are used with the dimensions of 25/25 and a depth of 6 m .
  • 关键词:SMRF, Reinforced Concrete, Earthquake Zone 5, Joint Laboratory Building at Udayana University
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