STRUCTURE DESIGN OF THE GRID: GEDEBAGE MILLENNIAL RESIDENTIAL COMPLEX
The Grid: Gedebage Millennial Residential Complex is fictional building, designed as co-living residence to deliver the needs of millennials and located in Gedebage, Bandung. This complex consists of 2 towers and a connected basement. It has a basement floor as park area, a ground floor as commer...
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Main Author: | |
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/68770 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The Grid: Gedebage Millennial Residential Complex is fictional building,
designed as co-living residence to deliver the needs of millennials and located in
Gedebage, Bandung. This complex consists of 2 towers and a connected
basement. It has a basement floor as park area, a ground floor as commercial
area, and each 9 floors of Tower A and 8 floors of Tower B as residential area.
The highest elevation of Tower A at 36,9 meters and Tower B at 33,9 meters,
meanwhile the lowest elevation is in the basement level at -3,12 meters. This final
project focuses on designing structural scope of the buildings based on SNI
1727:2020 on Minimum Design Loads and Related Criteria for Buildings and
Other Structures, SNI 1726:2019 on Procedures for Earthquake Resistant
Planning for Building and Non-Building Structures, and SNI 2847:2019 on
Requirements for Structural Concrete for Buildings. The building structure is
designed using reinforced concrete material. The opted structural system is dual
system, consisting of Special Moment Frames System and Special Shear Walls
System that resisting minimum 25 percent of the specified seismic force. The
building was modelled using ETABS 2018 version software. Structural analysis
was carried out using two-stages analysis in which the structure is assumed to be
fixed on the ground floor. From the structural analysis, the results obtained that
the structure of the building has horizontal irregularity type 1a, 1b, 2, 4, and
vertical irregularity type 2. The results of reinforcement detailing design consist
of 16 types of beam, 8 types of column, 13 types of shear wall, and a type of slab. |
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