Vol. 5 No. 3 (2019) · Articles
Krishna Hareshkumar Shah
Post-Graduate Student in Structural Engineering, L. J. Institute of Engineering & Technology, Ahmedabad, Gujarat, IN
Dr. Major Chaitanya S Sanghvi
Post-Graduate Student in Structural Engineering, L. J. Institute of Engineering & Technology, Ahmedabad, Gujarat, IN
Keywords: Earthquake, Strong Ground Motion, Response Spectrum, Pseudo-Acceleration, Single Degree of Freedom (SDOF) system, Newmark’s beta method, MATLAB-code, Indian Standard Code
Earthquake is natural calamity, results from ground movement which causes damage or sometimes complete collapse of structures. It is important to understand the response of structures subjected to strong ground motions. Maximum response of structure under strong ground motion is important for earthquake resistant design. Present paper attempt to develop Pseudo-Acceleration response spectrum for recorded earthquakes in India. The paper highlights on comparison of response spectrum of recorded earthquakes with Indian Standard Code for Maximum Pseudo-Acceleration. The analysis shows the highest and the lowest value of Pseudo-Acceleration for different earthquakes. The response spectrum is developed by solving equation of Single Degree of Freedom (SDOF) system.
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Krishna Hareshkumar Shah, Dr. Major Chaitanya S Sanghvi, “COMPARISON OF RESPONSE SPECTRUM OF RECORDED EARTHQUAKES WITH INDIAN STANDARD CODE,” International Journal of Technical Innovation in Modern Engineering & Science, vol. 5, no. 3, pp. 1020-1027, Nov 2021.
Copyright (c) 2019 Krishna Hareshkumar Shah, Dr. Major Chaitanya S Sanghvi
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