Computational Intelligence on High Rise Structure with Effect of Diverse Load Conditions
DOI:
https://doi.org/10.47392/irjash.2021.175Keywords:
Demolition & demolition between floors, shear wall &double framewall system, bending& cross-braceframeAbstract
The construction of high-rise buildings all over the world, including India, is growing rapidly. Steel offers numerous advantages in the modern world, providing an innovative frame system, easy assembly, a high weight-to-weight ratio, different strengths, and a wide section range. High-rise structures are environmentally friendly, which is why steel is used in high-rise buildings worldwide. So far, designers have primarily considered gravity when planning buildings. However, earthquakes, wind, and lateral forces have been added to the design considerations. The challenge lies in finding an economical structural system for high-rise buildings in the Indian scenario. This document covers various structural steel systems, including the moment stabilization frame system, composite frame system, roof rack system with stabilizing belt, shear wall frame system, and frame tube system. When designing multi-storey buildings, lateral loads (wind or seismic loads) mainly determine the structural systems for high-rise buildings. To minimize drift, beams and columns need to be enlarged. In buildings with a small number of floors, lateral loads rarely affect the building's size. Considering live and dead loads, the component structure is an option for possible rearrangement of the structure. Among the side load resistance systems under study, the torque frame system experiences the highest side displacement, while the lateral displacement of the double frame system is the smallest. The lateral displacement of the sliding wall system is slightly higher than that of the double system.
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