RENDANI AIRPORT PASSENGER TERMINAL BUILDING PLANNING AND DESIGN

• Main Author: FUNGKY WIJAYA (NIM : 15014112), MUHAMMAD
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/29204
• Institution: Institut Teknologi Bandung

<p align="justify">Rendani airport passenger terminal building is constructed to meet the high demand of people movement in West Papua Province. The upper-side structure of the building consists of two floors; 19 meters high, 152 meters long, and 54 meters wide. This is a reinforced-concrete structures terminal building with steel roof truss. The design structure is classified as seismic design category D which is designed with special moment frame method. <br /> <br /> The objectives of this thesis are to create structural model, analyse the structural behaviour, provide detailing of reinforcement concrete and steel joints of each structural component on Rendani airport passenger terminal buildings. The reinforced concrete structure is designed for the effects of earthquakes while the steel roof truss is designed for wind and gravity forces. The compatibility analysis between the reinforced concrete and steel structure is observed to make sure that the steel components suitable with the reinforced concrete. Other evaluations are performed to the building, such as mass participation modal, inter-story drift, P-Delta effect, redundancy factor, vertical and horizontal irregularities. <br /> <br /> Rendani airport passenger terminal building planning involves literature studies and structural modelling. The dynamic analysis and structural design refers to Indonesia national standard, SNI 1726-2012, SNI 1727-2013, SNI 1729-2015, and SNI 2847-2013. Several engineering software are used to execute building analysis and design, including ETABS 2016.<p align="justify">