STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG
This final project contains the design process of a reinforced concrete flat slab structure of Gourmet Alley Culinary Residence that is located in Bandung, West Java. The structure consists of two buildings with a height of 18.3 meters (3 floors and a curved steel roof). The structure has a basement...
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id-itb.:401962019-07-01T11:15:22ZSTRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG Setyadi, Yohanes Teknik sipil Indonesia Final Project flat slab, intermediate moment frame, seismic resistance building. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/40196 This final project contains the design process of a reinforced concrete flat slab structure of Gourmet Alley Culinary Residence that is located in Bandung, West Java. The structure consists of two buildings with a height of 18.3 meters (3 floors and a curved steel roof). The structure has a basement with a depth of 5 meters (one floor). Both buildings are connected by using steel bridges. The seismic force resisting system used to design this building is Intermediate Moment Frame (IMF). The main building structure is designed using ETABS and bridges are designed using SAP2000. Design of structure are based on SNI 1726: 2012 for designing seismic resistant building, SNI 2847: 2013 for designing reinforced concrete structure, and SNI 1729: 2015 for designing steel structure. Analysis of the performance of seismic-resistant buildings that had been done are structural irregularities, interstory drift, and P-Delta effect. Other program that was used is PCACol for column detailling. Other detailling are done manually based on internal forces obtained from ETABS and SAP2000. text |
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Teknik sipil Setyadi, Yohanes STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
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This final project contains the design process of a reinforced concrete flat slab structure of Gourmet Alley Culinary Residence that is located in Bandung, West Java. The structure consists of two buildings with a height of 18.3 meters (3 floors and a curved steel roof). The structure has a basement with a depth of 5 meters (one floor). Both buildings are connected by using steel bridges. The seismic force resisting system used to design this building is Intermediate Moment Frame (IMF). The main building structure is designed using ETABS and bridges are designed using SAP2000. Design of structure are based on SNI 1726: 2012 for designing seismic resistant building, SNI 2847: 2013 for designing reinforced concrete structure, and SNI 1729: 2015 for designing steel structure. Analysis of the performance of seismic-resistant buildings that had been done are structural irregularities, interstory drift, and P-Delta effect. Other program that was used is PCACol for column detailling. Other detailling are done manually based on internal forces obtained from ETABS and SAP2000. |
format |
Final Project |
author |
Setyadi, Yohanes |
author_facet |
Setyadi, Yohanes |
author_sort |
Setyadi, Yohanes |
title |
STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
title_short |
STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
title_full |
STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
title_fullStr |
STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
title_full_unstemmed |
STRUCTURAL DESIGN OF CULINARY RESIDENCE GOURMET ALLEY IN BANDUNG |
title_sort |
structural design of culinary residence gourmet alley in bandung |
url |
https://digilib.itb.ac.id/gdl/view/40196 |
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