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Authors
Affiliations
1 Department of Civil Engineering, J.N.E.C, Aurangabad (M.S), IN
Source
International Journal of Engineering Research, Vol 5, No SP 3 (2016), Pagination: 520-525
Abstract
The time history analysis is performed on two different shapes of structure by using STAAD PRO. And the comparison results are studied and compared accounting for the earthquake characteristics and the structure dynamic characteristics. As the results show that the earthquake response peak values and the main response frequencies are very close and comparable, it can be referred to by the engineering applications.
Keywords
Time History Analysis, Structure Dynamic Characteristics, Earthquake Response Peak Values, STAAD PRO.
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