• Mr. Maddigari Venkata Raja
• Mr. K.Venkata Krishna

The Buildings, which appeared to be strong enough, may crumble like houses of cards during earthquake and deficiencies may be exposed. Experience gain from the recent earthquake of Bhuj, 2001 demonstrates that the most of buildings collapsed were found deficient to meet out the requirements of the present day codes. In last decade, four devastating earthquakes of world have been occurred in India, and low to mild intensities earthquakes are shaking our land frequently. It has raised the questions about the adequacy of framed structures to resist strong motions, since many buildings suffered great damage or collapsed. To evaluate the performance of framed buildings under future expected earthquakes, a non-linear static pushover analysis has been conducted. To achieve this objective, G+10 structure with and without bracings of 4 models has been analysed using the SAP2000 v16 software. The results in terms of Base Shear, displacements, Time Period, Location of Hinges and Pushover curve are compared. The results obtained from the study show that structure with bracings placed in the centre has shown improved performance than other bracing arrangements.

PUSHOVER ANALYSIS OF HIGH RISE BUILDINGS WITH & WITHOUT BRACINGS BY USING SAP 2000

"PUSHOVER ANALYSIS OF HIGH RISE BUILDINGS WITH & WITHOUT BRACINGS BY USING SAP 2000", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.639-646, July-2018, Available :http://www.jetir.org/papers/JETIR1807692.pdf

"PUSHOVER ANALYSIS OF HIGH RISE BUILDINGS WITH & WITHOUT BRACINGS BY USING SAP 2000", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp639-646, July-2018, Available at : http://www.jetir.org/papers/JETIR1807692.pdf