Great webinar and good to see WSP contributing to the wider bridge community.
@zakirisadi88003 жыл бұрын
thank you for this video! this is definitely helpful for my thesis
@bimengineeringcambodia50293 жыл бұрын
Thank you for sharing the best video.
@estuapriliana8582 Жыл бұрын
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?
@abdallamahzouz9179 Жыл бұрын
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.
@andreyprasetio3 жыл бұрын
What it is master node 2005?
@TheSchmidtish3 жыл бұрын
Assuming it's just the node used as the control point (top of column) for his analysis.