DETAIL STRUCTURE DESIGN OF THE CIHAURGEULIS TRADITIONAL OF BANDUNG
<p align="justify"> This final project discusses aspects that need to be analyzed in designing the detailed structure of the Cihaurgeulis Traditional Market. The Cihaurgeulis Traditional Market Building is in the Bandung area with the Seismic Design Category D, with a building height...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/31109 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | <p align="justify"> This final project discusses aspects that need to be analyzed in designing the detailed structure of the Cihaurgeulis Traditional Market. The Cihaurgeulis Traditional Market Building is in the Bandung area with the Seismic Design Category D, with a building height of 26.6 meters and a basement of 4 meters. <br />
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The earthquake analysis in this final project was carried out in accordance with the provisions contained in SNI 1726-2012. The analysis carried out is a two-stage analysis that separates the analysis of upper structures and lower structures. The structural system used in the lower structure is the Special Moment Resisting Frame System and Special Structural Wall System. <br />
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This design also includes the design of detailed reinforcement of the structural elements of the Cihaurgeulis Traditional Market. The reinforcement of the beam is carried out based on the inner style of the ETABS results. Column reinforcement is done using PCACol. Plating reinforcement was done manually by PBI 1971. While shear wall reinforcement will be carried out using CSICol. <br />
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