Performance of RC Frame With and Without Bracing Pushover Analysis
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 9
Abstract
Now a days an earthquakes are more affected on concrete structures have been severely damaged or collapsed. So there is a need of to evaluate the seismic adequacy. We can’t avoid the future earthquakes but we can manage or prepare the building to safe construction, and to reduce the extent damage and loss. For this to strengthen and to resist the lateral load on building for future earthquakes, some procedure are used. One of the procedure the non-linear static pushover analysis. Pushover analysis is used for the seismic assessment of structure. In the present study the RC frame is designed as per the IS 456:2000 and IS 1893:2002 and pushover analysis is carried out on unsymmetrical RC frame of 6 storied (G+5) with X bracing and without bracing. Bracings are provided in two locations at X-Z face, and overall face. For analyzing RC frame under pushover analysis used the most common software SAP 2000 (Version 15). The main objective of this study is Storey displacement, story drift ratio, storey shear. After all results are getting it is clear that the X bracing provided at different locations are reduced the storey displacement, storey drift as well as storey shear.
Authors and Affiliations
Miss. Sayli Kamble, Prof. Dr. D. N. Shinde
Keywords
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