FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG
Cibadak Fluid Architecture is a combination of malls and hotels which is located in Cibadak, Astanaanyar, Bandung City. The structural design will be designed with the SRPMK structural system / Special Moment Resisting Frame. Code that used as a reference in designing are SNI 2847: 2013, SNI 1726...
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id-itb.:534762021-03-05T13:41:46ZFLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG Ivan Kristoni, Rafael Indonesia Final Project 2 stage analysis, SRPMK, hotel, mall, dilatation INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/53476 Cibadak Fluid Architecture is a combination of malls and hotels which is located in Cibadak, Astanaanyar, Bandung City. The structural design will be designed with the SRPMK structural system / Special Moment Resisting Frame. Code that used as a reference in designing are SNI 2847: 2013, SNI 1726: 2012, and SNI 1727: 2013. In this building, there is a 2 floors basement with depth of 6,88 meters and will be analyzed in 2 stages. Upper structure consist of 10 floors + roof with total height of 42,5 meters. Because of the asymmetric structure and have L shape, in this structure will have dilatation. The objectives of this final project are design the structure from modelling, checking the structure responses, and detailing the structural element so the structure can withstand with the earthquake. In assisting in the analysis, structural modeling will be modeled on the 2016 ETABS software. Detailed design will be assisted by the 2016 SAFE and SPColumn applications. text |
| institution |
Institut Teknologi Bandung |
| building |
Institut Teknologi Bandung Library |
| continent |
Asia |
| country |
Indonesia Indonesia |
| content_provider |
Institut Teknologi Bandung |
| collection |
Digital ITB |
| language |
Indonesia |
| description |
Cibadak Fluid Architecture is a combination of malls and hotels which is located in
Cibadak, Astanaanyar, Bandung City. The structural design will be designed with the
SRPMK structural system / Special Moment Resisting Frame. Code that used as a reference
in designing are SNI 2847: 2013, SNI 1726: 2012, and SNI 1727: 2013.
In this building, there is a 2 floors basement with depth of 6,88 meters and will be
analyzed in 2 stages. Upper structure consist of 10 floors + roof with total height of 42,5
meters. Because of the asymmetric structure and have L shape, in this structure will have
dilatation. The objectives of this final project are design the structure from modelling,
checking the structure responses, and detailing the structural element so the structure can
withstand with the earthquake. In assisting in the analysis, structural modeling will be
modeled on the 2016 ETABS software. Detailed design will be assisted by the 2016 SAFE
and SPColumn applications. |
| format |
Final Project |
| author |
Ivan Kristoni, Rafael |
| spellingShingle |
Ivan Kristoni, Rafael FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| author_facet |
Ivan Kristoni, Rafael |
| author_sort |
Ivan Kristoni, Rafael |
| title |
FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| title_short |
FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| title_full |
FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| title_fullStr |
FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| title_full_unstemmed |
FLUID ARCHITECTURE STRUCTURE DESIGN CIBADAK, BANDUNG |
| title_sort |
fluid architecture structure design cibadak, bandung |
| url |
https://digilib.itb.ac.id/gdl/view/53476 |
| _version_ |
1822929338045038592 |