STRUCTURAL DESIGN OF JAKARTA-BANDUNG HALIM HIGH SPEED TRAIN STATION

• Main Author: Hudan, Mohammad
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/75972
• Institution: Institut Teknologi Bandung

<p align="justify">The Jakarta Bandung High Speed Train project is one of the solutions to the increasing mobility needs of the Indonesian people. The building of the High-Speed Rail Station needs to be designed to accept the load of the high-speed train and withstand earthquake forces. One of the high-speed train stations is Halim Station, located in East Jakarta. The Halim Station building has 3 floors and a steel roof truss. Halim station is 226.8 meters long and 64 meters wide. The design of Halim Station Structure will be designed referring to SNI 1726-2019 with Special Moment Bearing Frame System. The soil condition at Halim Station is soft soil. The soil conditions at Halim Station are soft so that the structure has a Seismic Design Category D. The structural load on Halim Station refers to SNI 1727-2020 and Permenhub number 7 of 2022. Modeling and analysis of structures using the SAP2000 program. The concrete structural elements consist of columns, beams, and slabs while the steel structure consists of 3rd floor columns and steel roof trusses. The reinforcement design will refer to SNI 2847-2019 and the connection design will refer to SNI 1729-2020. Column reinforcement design using SpColumn, plate reinforcement design using SAFE, and baseplate design using Idea Statica. The structural design will produce an analysis of reinforced concrete structures and steel profiles that are strong in resisting earthquake loads. In addition, it will also produce element detailing that has the capacity to withstand existing loads.