Javier Bitangcol

Hello everyone I'm currently doing nonlinear static seismic analysis of a 4-story building considering post-earthquake damages using ETABS 2015. After applying the aftershock load and performing the second nonlinear static analysis, how can i apply specific additional live loads to the floors? and then perform the third nonlinear static analysis... I need to find out how many evacuees can enter the building considering the damages obtained by the earthquake main shock and aftershock. Thank you