STRUCTURAL DESIGN OF BANDUNG FASHION HUB
Structural Design of Bandung Fashion Hub is design by Dual System with Special Moment Frame Bearer for Tower 1 and Special Moment Frame Bearer System for Tower 2 in Bandung’s seismic zone. This structure is designed with the design capacity of Strong Column Weak Beam with the aim that the part of...
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id-itb.:671162022-08-10T15:38:34ZSTRUCTURAL DESIGN OF BANDUNG FASHION HUB ENRICO Indonesia Final Project Dual System, Special Moment Frame Bearer System, strong column weak beam, structural analysis. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/67116 Structural Design of Bandung Fashion Hub is design by Dual System with Special Moment Frame Bearer for Tower 1 and Special Moment Frame Bearer System for Tower 2 in Bandung’s seismic zone. This structure is designed with the design capacity of Strong Column Weak Beam with the aim that the part of the beam becomes the first plastic joints so that the building does not collapse totally when a strong earthquake occurs. The structural analysis is based on SNI 1726:219, SNI 2847:2019, SNI 1727:2020 and supported by ETABS 2018 software for structural analysis, SpColumn 6.0 for column and shear wall reinforcements and SAFE 2020 for slab reinforcements. From those concept design will be obtained the details of the correct corresponding reinforcement and dimensions of structural elements according to the method used. text |
| institution |
Institut Teknologi Bandung |
| building |
Institut Teknologi Bandung Library |
| continent |
Asia |
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Indonesia Indonesia |
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Institut Teknologi Bandung |
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Digital ITB |
| language |
Indonesia |
| description |
Structural Design of Bandung Fashion Hub is design by Dual System with Special
Moment Frame Bearer for Tower 1 and Special Moment Frame Bearer System for
Tower 2 in Bandung’s seismic zone. This structure is designed with the design
capacity of Strong Column Weak Beam with the aim that the part of the beam
becomes the first plastic joints so that the building does not collapse totally when
a strong earthquake occurs. The structural analysis is based on SNI 1726:219,
SNI 2847:2019, SNI 1727:2020 and supported by ETABS 2018 software for
structural analysis, SpColumn 6.0 for column and shear wall reinforcements and
SAFE 2020 for slab reinforcements. From those concept design will be obtained
the details of the correct corresponding reinforcement and dimensions of
structural elements according to the method used.
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| format |
Final Project |
| author |
ENRICO |
| spellingShingle |
ENRICO STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| author_facet |
ENRICO |
| author_sort |
ENRICO |
| title |
STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| title_short |
STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| title_full |
STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| title_fullStr |
STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| title_full_unstemmed |
STRUCTURAL DESIGN OF BANDUNG FASHION HUB |
| title_sort |
structural design of bandung fashion hub |
| url |
https://digilib.itb.ac.id/gdl/view/67116 |
| _version_ |
1822005343697240064 |