if I want to get the nonlinear behavior of a prestressed pile section, how to consider the effect of initial stress or strain of the element using GSD?
Dear I noticed that you used single mode pushover analysis, it is not suitable for irregular shape structures as bridges, it is valid only for low rise and regular structures. So, it will give inaccurate results for bridges, the better one to use nonlinear time history analysis instead of.
![[ MIDAS ] Simulation of Success](http://yt3.ggpht.com/ytc/AIdro_m38wscPb_sXWxPwyNbezHo81nZVJl8apFU5RuSkV37bbE=s48-c-k-c0x00ffffff-no-rj)
Great webinar and good to see WSP contributing to the wider bridge community.
thank you for this video! this is definitely helpful for my thesis
Thank you for sharing the best video.
if I want to get the nonlinear behavior of a prestressed pile section, how to consider the effect of initial stress or strain of the element using GSD?
What it is master node 2005?
Assuming it's just the node used as the control point (top of column) for his analysis.
Dear
I noticed that you used single mode pushover analysis, it is not suitable for irregular shape structures as bridges, it is valid only for low rise and regular structures. So, it will give inaccurate results for bridges, the better one to use nonlinear time history analysis instead of.