why not creat new soft for resist wiind press on structures

[arrow66]

Hi, seismosoft, I have a suggestion about why not update software for process wind press on strutures

[huffte]

Hi arrow66. While it appears to me that the software developers have seismic analysis and design as their primary goal (I can assume this by the name 'SeismoSoft: Earthquake Engineering Solutions'), the option to perform a static analysis is already incorporated into the program. There is nothing to prevent you from performing a structural analysis for wind loading in the current version of the program. Indeed, even if you have a dynamic wind loading, that can be handled as well since applied loads can be either base accelerations or time varying forces at the nodes. Best of luck with your work arrow66.

[arrow66]

Thanks a lot for your reply