DESIGN OF ROOF STEEL TRUSSES AND MULTIPLE SYSTEM OF REINFORCED CONCRETE SPECIAL MOMENT RESISTING FRAMES AND STRUCTURAL SHEARWALL ON JOYOBOYO KEDIRI FOOTBALL STADIUM

• Main Author: Dwima Halim, Samuel
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/39288
• Institution: Institut Teknologi Bandung

This paper explains about structural design of earthquake-resistant stadium which is quite massive and has some unique characteristics. The structural design itself is based on architect’s drawings. To make the earthquake-resistant structure, the stadium will be designed using multiple system of Special Moment Resisting Frames (SRPMK) and Structural Shearwall (SDS). The design process will be based on earthquake resistance code such as SNI 1726:2012, and RSNI 1726:2018 also on the building code such as SNI 2847:2013, SNI 1727:2013, and SNI 1729:2015. The scope of design is centered to reinforced concrete structure and steel truss structure. The detailed designs of structural elements are based on structural modelling and analysis using ETABS 2016 and SAP2000 v20. In addition, another design software such as SPColumn and SAFE 2016 will be needed. The structural element must be designed to meet the requirements to withstand the forces derived from dead load, superimposed dead load, working live load, and earthquake load. Deformations occurred must also meet the requirements standards for the maximum deformations.