Analysis of High-Rise Building Design Using Hybrid Steel-Concrete Structural Components

The issues faced during the structural design of a high-rise structure in a seismic location are presented in this research. The structure is an office building with a narrow base and 20 floors, including the basement levels. Providing a correct structural system to withstand wind and earthquake effects, as well as designing a good base to prevent the whole building from flipping, are some of the obstacles. Another crucial consideration is to keep the tales from drifting while yet providing enough open space for the workplace. Hybrid structures do not act like reinforced concrete structures in the Eurocode 2 sense, nor do they behave like composite structures in the Eurocode 4 meaning. As a result of this, and because of a lack of understanding of the issue of force transfer between steel and concrete, designing buildings with hybrid steel-concrete parts may be challenging. Several models are compared to structural systems comprised of reinforced concrete, Hybrid steel-concrete components, and a variety of other systems.