dreber
Civil/Environmental
- Feb 9, 2011
- 105
Using perforated plate cladding seems to be becoming more and more common. When you are dealing with perforated plates under wind loads? How do you perform your analysis? I'm less concerned with developing the loads and more concerned with assessing load capacity and expected service level deflection.
I found this article which would seem to be a pretty good start.
Anyone have any examples they care to share?
I found this article which would seem to be a pretty good start.
Anyone have any examples they care to share?