DESIGN OF MAIN AND BASEMENT STRUCTURE OF MUSEUM OF INDONESIAN TRADITIONAL GAMES IN CENTRAL JAKARTA
This final project report discusses the structural design process of Museum of Indonesian Traditional Games. The museum is planned to be built in Central Jakarta. The museum consists of main structure and basement structure. The main structure is a three stories reinforced concrete structure of 1...
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Format: | Final Project |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/40015 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | This final project report discusses the structural design process of Museum
of Indonesian Traditional Games. The museum is planned to be built in Central
Jakarta. The museum consists of main structure and basement structure. The main
structure is a three stories reinforced concrete structure of 15 m height and 2256,84
???????? area. The basement structure is a two stories reinforced concrete structure
having a depth of 8 m with the total area of 960 ????????.
The structural system engaged for the main structure is a dual system of
special moment resisting reinforced concrete frame and reinforced concrete
shearwall. For the basement, special moment resisting reinforced concrete frame is
engaged. The loading combination of structures conform the LRFD principle for
structural analysis and reinforcement design. ASD principle is carried out for
foundation design.
The analysis and design refers to RSNI 1726-2019 and RSNI 2847-2019.
Finite Element Analysis is carried out using CSI ETABS to obtain ultimate internal
forces of the structural members and CSI SAFE for slab analysis. PCACOL and
CSICOL are used to design column and shearwall elements, respectively.
In this report, the behavior of structure is analyzed for its fundamental
periods, equivalent static lateral forces, mass participation, force distribution on
dual systems between frame and shearwall, building irregularities, story drift, PDelta
effect, and stiffness reduction of cracked shearwall. |
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