DESIGN UPPER STRUCTUR OF GADING SERPONG OFFICE RENT BUILDING WITH DUAL SYSTEM

• Main Author: PRASETYO (NIM : 15014030), FEBRIADI
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/27252
• Institution: Institut Teknologi Bandung

<p align="justify"> Along with the technological advancement and economic developments in Indonesia, the construction of high-rise buildings to accommodate the economy activity has became common, especially in the economic center areas such as Jakarta and its surrounding areas. High-rise buildings have a complexity that is certainly more complicated in the design stage, therfore more effort is needed in ensure that the building has been well designed. Indonesia is one of the many countries positioned in the Ring of Fire area, so it is an area with high levels of tectonic earthquake risk. Therefore, innovations continue to be developed to overcome these problems, namely by using the concept of earthquake-resistant buildings. The concept of earthquake-resistant buildings in general is to plan building structure that has a "life safety" performance level, where the building is allowed for damage to occur but not to collapsed. Thus, the possible incidence of casualties can be minimized. This final project discusses the process of designing the upper structure of a multistorey earthquake-resistant building located in Tangerang, the Gading Serpong Office Rent Building. This Office Rent building is located in area with Seismic Design Category D, has a height of 52 meters (13 floors) in function as an office building for its upper structure. The earthquake resisting system used for the upper structure is a combination between Special Moment Resisting Frame System (SRPMK) and the Special Structural Wall System (SDSK). The analysis of earthquake loading was executed using spectra response analysis referring to SNI 1726-2012. In the design process of structural elements, SNI 2847-2013 was used as reference. As for the calculation for reinforcement of slab is assisted by SAFE 2016. While the column and shear wall's reinforcement calculation were assisted by the application of PCA Col 3.6.3. Manual reinforcement is also done based on the forces resulted from software ETABS 2016. <p align="justify">