Volume 7, Issue 5



Abstract : The structures constructed in mountain areas are most affect to seismic loads in compare to the structures that are construct in plain regions. Buildings on slides not same as other buildings hence they are not same in vertical and horizontal were torsion moments are tends to more collapse when subjected to dynamic force. The columns are situated at base are having unequal heights because of the sliding surface. In this work, performance of two floor slides frame having varying column heights is analyzed for ground motion with different slide angles i.e., 0°,5°,10°and 15°,20°,25°. The analysis are done using software ETABS 2015 by performing a static linear analysis. From the concluded work, it has been found that as the slide angle increases, stiffness of the model increases due to decrease in height of short column and that results in increase of earthquake loads on small column. Therefore proper analysis is required to rectify the defects of various ground slopes.

Pages : 176-187

Downloads : 1

Publication Date :

Modified Date : 2020-05-15

Cite/Export :

RAGURAMAN V. , "NUMERICAL INVESTIGATION OF SLOPED BUILDING FOR SEISMIC RESPONSES", IJIERT - International Journal of Innovations in Engineering Research and Technology, Volume 7, Issue 5, ISSN : 2394-3696, Page No. 176-187