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Time History Analysis of a Commercial Building Using ETABS Software

MD SHADAB HUSSAIN1, Prof. GEETHA L2

1PG Student, Department of Civil Engineering, Dayanand Sagar College of Engineering, Shavige Malleshwara Hills, Kumaraswamy Layout, Bengaluru, Karnataka 560078, India

2 Professor, Department of Civil Engineering, Dayanand Sagar College of Engineering, Shavige Malleshwara Hills, Kumaraswamy Layout, Bengaluru, Karnataka 560078, India

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Abstract - The Building that is subjected to seismic loads can be designed and evaluated using the time history analysis, which is a potent technique. Progressively consummate earthquake-resistant theories, this study, of time history analysis of a structure was carried out using the ETABS software. With the use of numerous ground motion recordings, the building was modelled and examined for various seismic zones. Modern seismic codes specify natural records and artificially generated ground accelerations as input to the nonlinear time-history analysis of the structure. In the analysis, the building's response to ground motion was determined, and its structural behavior, including stiffness, strength, and ductility, was evaluated.

Key Words:  Time History Analysis, Seismic responses, ETABS