A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2020; you can also visit the original URL.
The file type is
Effect of Initial Local Failure Type on Steel Braced Frame Buildings against Progressive Collapse
International Journal of Engineering
In many studies, the alternative load path method (APM) has been used for progressive collapse analysis. In this method, one or several columns of the building are removed and the building response is investigated. This method ignores the initial local failure cause of building and this can affect the structural response. Investigation of ignoring the initial local failure cause of steel braced frames is the main purpose of this research. The variables include the type of progressive collapsedoi:10.5829/ije.2020.33.01a.05 fatcat:uafyuk2n2va4phooxsbmdgwpna