#TITLE_ALTERNATIVE#

• Main Author: H. DINATA, HERYADI
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/22442
• Institution: Institut Teknologi Bandung

Indonesia’s geographic location that is on one of the ring of fire zone cause Indonesia to be frequently shock by earthquake, whether it’s a small one, or even a big one. According to history, the number of casualties of structural failure caused by earthquake in Indonesia was not a small one. Therefore, the need of a construction that can stand the shock of earthquake is higher than ever. <br /> <br /> <br /> This final project is going to discuss the process of designing the basement structure of an earthquake resistant multi-storey building located in Tangerang, Serpong Rent Office Project. This building is located the area with Seismic Design Category D with the height of 80 meters above ground surface with functions as office tower and podium for the top structure and 12.25 meters below ground surface with function as parking area for the basement structure. The lateral force resisting system used for the bottom structure is dual system with Advance Moment Resisting Frame and Special Structural Walls working together to resist the seismic force. <br /> <br /> <br /> The modelling of the basement structure was performed by using software ETABS 2015. The lateral force load in the basement structure caused by the earthquake is applied using the equivalent static method as stated in SNI 1726-2012. Designing of the structural elements was referred to SNI 2847-2013. Reinforcement for the slab element was performed with the help of software SAFE 2016. While the reinforcement of column, shearwall, and tie beam was assisted by the application of software PCACol. As for the beam’s reinforcement was done manually based on the forces acquired by the modelling with software ETABS 2015.