DESIGN OF UPPER STRUCTURE OF GOR PAJAJARAN BOGOR STADIUM

• Main Author: Riva Pramadhani S, Mochamad
• Format: Final Project
• Language: Indonesia
• Subjects: Teknik sipil
• Online Access: https://digilib.itb.ac.id/gdl/view/67988
• Institution: Institut Teknologi Bandung

Pajajaran Sports Center Stadium, Bogor, is a multipurpose building with an open space area priority. This project is located in Pemuda Street No.4, Kecamatan Tanah Sareal, Bogor City. Pajajaran Sports Center Stadium, Bogor, consists of seven floors with two basement floors that serve as parking lots. This project is planned to be built using two main structural components, a plane truss structure and reinforced concrete structure. The plane truss structure will be designed elastically to seismic load, whereas the reinforced concrete structure will be designed as a seismic-resistant building. The plane truss structure will be designed according to SNI 1729:2020 for structural steel design and its connections. In contrast, the reinforced concrete structure will be designed according to SNI 1726:2019 for the design of a seismic-resistant building, SNI 1727:2020 for the minimum load on buildings, and SNI 2847:2019 for the design of reinforced concrete buildings. Structural calculations are done manually with the help of CSI ETABS software for modeling, SpColumn for column and shear wall detailing, and CSI SAFE for plate detailing. The project has a soft soil classification; therefore, the site is categorized in Seismic Design Category D. Therefore, the seismic-resistance system used is a dual system consisting of a Special Moment Resisting Frame and a Special Structural Wall. The result of structural design is the analysis of structures and the design of plane truss structure elements which consists of the design of the truss, connections, and base plate. In addition, the designs of reinforced concrete elements were also obtained, consisting of beams, columns, plates, and shear walls.