why not creat new soft for resist wiind press on structures

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arrow66
Posts: 15
Joined: 31 May 2009, 08:26

why not creat new soft for resist wiind press on structures

Post by arrow66 » 28 Oct 2018, 06:17

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

huffte
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Re: why not creat new soft for resist wiind press on structu

Post by huffte » 28 Oct 2018, 17:53

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.
Tim Huff

arrow66
Posts: 15
Joined: 31 May 2009, 08:26

Re: why not creat new soft for resist wiind press on structu

Post by arrow66 » 12 Nov 2018, 02:44

Thanks a lot for your reply

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