A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is application/pdf
.
Study of Nonlinear Behaviour of a Braced Structure in all Seismic Zones Kurapati Nikhila , A Srikanth
2017
International Journal of Advanced Research in Science, Engineering and Technology
unpublished
Progressive collapse refers to a phenomenon in which local damage in a primary structural element leads to total or partial structural system failure. When investigating the progressive collapse of structures, nonlinear dynamic procedures lead to more accurate results than static procedures. However, nonlinear dynamic procedures are very complicated and the evaluation or validation of the results can become very time consuming. Therefore, it is better to use simpler methods. In this study, a
fatcat:hstdea4srfaw7gyerzy3hndds4