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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Bibliographic Details
Main Author: Muhardi Arifin, Aulia
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
Description
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.