Javier Bitangcol
Civil/Environmental
- Apr 27, 2017
- 2
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
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
