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Gedebage Music Hall is located in Summarecon Gedebage area. This structure is 4 stories building and 4 stories basement with steel structure on the roof. The elevation of this building is +40 meter above ground level with a total area of 13600 m2. <br /> <br /> Main component of Gedebag...
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id-itb.:268642018-09-24T17:06:02Z#TITLE_ALTERNATIVE# BANGUN UTOMO ( NIM : 15014125), EKA Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/26864 Gedebage Music Hall is located in Summarecon Gedebage area. This structure is 4 stories building and 4 stories basement with steel structure on the roof. The elevation of this building is +40 meter above ground level with a total area of 13600 m2. <br /> <br /> Main component of Gedebage Music Hall is reinforced concrete. The structures are to be designed in the region where is classified as seismic design category D which special moment resisting frame structure are required as the structure system to resist seismic and gravitational loads. <br /> <br /> Structural design in the final project includes interpretation on architectural drawings, preliminary design, structure modelling, structural analysis, structure performance check and detailing on structural element. <br /> <br /> The method used in the final project are literature study, structure modelling and design verificiation by manual calculation. Dynamic property analysis and structural design are conducted according to Indonesian standard which are SNI 1726:2012, SNI 1727:2013 and SNI 2847:2013. Main software for structure modelling and structural analysis is SAP 2000. text |
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Gedebage Music Hall is located in Summarecon Gedebage area. This structure is 4 stories building and 4 stories basement with steel structure on the roof. The elevation of this building is +40 meter above ground level with a total area of 13600 m2. <br />
<br />
Main component of Gedebage Music Hall is reinforced concrete. The structures are to be designed in the region where is classified as seismic design category D which special moment resisting frame structure are required as the structure system to resist seismic and gravitational loads. <br />
<br />
Structural design in the final project includes interpretation on architectural drawings, preliminary design, structure modelling, structural analysis, structure performance check and detailing on structural element. <br />
<br />
The method used in the final project are literature study, structure modelling and design verificiation by manual calculation. Dynamic property analysis and structural design are conducted according to Indonesian standard which are SNI 1726:2012, SNI 1727:2013 and SNI 2847:2013. Main software for structure modelling and structural analysis is SAP 2000. |
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BANGUN UTOMO ( NIM : 15014125), EKA |
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BANGUN UTOMO ( NIM : 15014125), EKA #TITLE_ALTERNATIVE# |
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BANGUN UTOMO ( NIM : 15014125), EKA |
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BANGUN UTOMO ( NIM : 15014125), EKA |
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https://digilib.itb.ac.id/gdl/view/26864 |
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