PERENCANAAN STRUKTUR BAWAH TRIBUN SENAYAN AQUATIC STADIUM, JAKARTA PUSAT, DAERAH KHUSUS IBUKOTA JAKARTA
<p align="justify">The Senayan Aquatic Stadium’s tribune is a structure that receive its main load from the attendance. This structure consist of 3 story. While the pool that being designed in this final project is a pool that has 5 meter depth. <br /> <br /> For the...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/31522 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | <p align="justify">The Senayan Aquatic Stadium’s tribune is a structure that receive its main load from the attendance. This structure consist of 3 story. While the pool that being designed in this final project is a pool that has 5 meter depth. <br />
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For the pool structure, the design of retaining wall is using sheet pile and for the foundations of tribune are using bored pile foundation as the support system for the upper structure. The calculation process is done by both manual calculation and use of software. PLAXIS are being used for modelling the stability, displacement and force that works on retaining wall. The analysis run in critical condition. While for the designing of foundation, software that are being used are GROUP and LPILE. Foundation designed into a formation of a group that consist several pile. That are 2 different types of foundation, first is a group of foundation with pile arrangement 2 x2 and second is a group foundation with pile arrangement 3 x 3. Codes that used for basic design are SNI 1726-2012, SNI 8460-2017 and Governmental Regulation of Special Capital Region of Jakarta 2009. <p align="justify"> |
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