STRUCTURAL DESIGN OF GELORA BANDUNG LAUTAN API PUBLIC MULTISPORT BUILDING
Gelora Bandung Lautan Api Public Multisport Building is a public facility mainly for sports activity. This project is located in Sub- GBLA street, Gedebage District, Bandung, West Java, Indonesia. Gelora Bandung Lautan Api Public Multisport Building comprises three separate buildings, which has...
Saved in:
| Main Author: | |
|---|---|
| Format: | Final Project |
| Language: | Indonesia |
| Subjects: | |
| Online Access: | https://digilib.itb.ac.id/gdl/view/70301 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Gelora Bandung Lautan Api Public Multisport Building is a public
facility mainly for sports activity. This project is located in Sub-
GBLA street, Gedebage District, Bandung, West Java, Indonesia.
Gelora Bandung Lautan Api Public Multisport Building comprises
three separate buildings, which has the main building that consist of
three floors and a basement at the level below. This project is planned
to be built based on two main structural components: 1) steel trusses
consisting of plane and space trusses and 2) reinforced concrete
structures. The plane and space truss structures will be designed
elastically to withstand the seismic load, whereas the reinforced
concrete structure will be designed as a seismic-resistant building. The
plane and space truss structures will be designed according to SNI
1729:2020 for structural steel design and its connection. In contrast,
the reinforced concrete structure will be designed according to SNI
1726:2019 for the seismic-resistant building design, SNI 1727:2020
for the minimum load on buildings, and SNI 2847:2019 for the
reinforced concrete buildings design. Structural calculation is done
manually with engineering software products, such as CSI ETABS
and CSI SAP software for modeling and SpColumn for column and
shear wall detailing. The project has a soft soil classification;
therefore, the site is categorized in Seismic Design Category D.
Furthermore, the seismic-resistance system is used as a dual system
consisting of a Special Moment Resisting Frame and a Special
Structural Wall. The result was a structural design of structures and
the design of plane and space truss structure elements (the design of
the truss, connections, and base plate). In addition, the designs of
reinforced concrete elements (beams, columns, slabs, and shear walls)
were also obtained |
|---|