Analysis and Design of Different Framed Structures G+30 Tall Building Under Dynamic Loading Behaviour

Authors- V. Tanuja, P. Sri Naga Devi, Y. Rakesh, J. Chandu, J. Likith Satya Sai

Abstract-– The increasing demand for high-rise buildings has led to the necessity of designing structures that can efficiently withstand dynamic loads such as wind and seismic forces. This study focuses on the analysis and design of different framed structural systems for a G+30 tall building under dynamic loading behavior. The primary objective is to compare the performance of various framing systems, including moment-resisting frames, braced frames, and shear wall – frame systems, to determine the most effective structural configuration in terms of stability, strength, and serviceability. The analysis is carried out using finite element software such as ETABS or STAAD.Pro, following relevant design standards like IS 875 (Wind Loads), IS 1893 (Seismic Loads), and IS 456 (Concrete Design Code).The study employs Response Spectrum Analysis (RSA) and Time History Analysis (THA) to assess seismic behavior, while wind effects are evaluated based on terrain categories and wind speed variations. Key parameters such as story drift, base shear, fundamental time period, lateral displacement, and inter-story drift are examined to compare the performance of different structural systems.

DOI: /10.61463/ijset.vol.13.issue2.285