STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION
Artha Gading Polder is a polder system located in the Artha Gading area, DKI Jakarta, Indonesia. The Pumping Station of the Polder is located right in front of Artha Gading Mall. There are three structures designed, which are the structure of the office building, the pump building, and the generator...
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| Institution: | Institut Teknologi Bandung |
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id-itb.:720602023-03-03T08:43:42ZSTRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION Randra Irhami, Ardaffa Indonesia Final Project Polder system, pumping station, structural design, steel structure, earthquake resistant INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/72060 Artha Gading Polder is a polder system located in the Artha Gading area, DKI Jakarta, Indonesia. The Pumping Station of the Polder is located right in front of Artha Gading Mall. There are three structures designed, which are the structure of the office building, the pump building, and the generator building. Based on the soil data obtained at the project site, the project is located on soft soil with a fairly high earthquake acceleration. The design of the structure against earthquake loads refers to SNI 1726-2019. Based on this regulation, the structure of the polder pump house must be designed based on Seismic Design Category D. In resisting seismic loads, the structure uses an intermediate steel moment resisting frame system. Structures were modeled and analyzed using CSI SAP2000 v24 software. Steel elements are designed with reference to SNI 1729-2020 and AISC 360-16. The steel connection is designed using Idea Statica software and also refers to AISC 360-16. text |
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Indonesia Indonesia |
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Indonesia |
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Artha Gading Polder is a polder system located in the Artha Gading area, DKI Jakarta, Indonesia. The Pumping Station of the Polder is located right in front of Artha Gading Mall. There are three structures designed, which are the structure of the office building, the pump building, and the generator building. Based on the soil data obtained at the project site, the project is located on soft soil with a fairly high earthquake acceleration. The design of the structure against earthquake loads refers to SNI 1726-2019. Based on this regulation, the structure of the polder pump house must be designed based on Seismic Design Category D. In resisting seismic loads, the structure uses an intermediate steel moment resisting frame system. Structures were modeled and analyzed using CSI SAP2000 v24 software. Steel elements are designed with reference to SNI 1729-2020 and AISC 360-16. The steel connection is designed using Idea Statica software and also refers to AISC 360-16.
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| format |
Final Project |
| author |
Randra Irhami, Ardaffa |
| spellingShingle |
Randra Irhami, Ardaffa STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| author_facet |
Randra Irhami, Ardaffa |
| author_sort |
Randra Irhami, Ardaffa |
| title |
STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| title_short |
STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| title_full |
STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| title_fullStr |
STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| title_full_unstemmed |
STRUCTURAL DESIGN OF ARTHA GADING POLDER PUMPING STATION |
| title_sort |
structural design of artha gading polder pumping station |
| url |
https://digilib.itb.ac.id/gdl/view/72060 |
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1822992395644436480 |