hi
please help me
I'd consider the effect of shear lag in T-shaped shear walls. But I don't know how to model it in opensees.
shear lag
Moderators: silvia, selimgunay, Moderators
Re: shear lag
Hi,
Actually I didn't get what you mean! Shear Lag is a phenomenon that happens only when it exists (such as in frame-tube systems in tall buildings). I think this is not a specific characteristic that you impose to your model. So you should use conventional modeling methods, and you will see shear lag in your model just when it occurs. Then you can devise a solution to reduce effects of this phenomenon (by using bundled tube or belt trusses for example).
Actually I didn't get what you mean! Shear Lag is a phenomenon that happens only when it exists (such as in frame-tube systems in tall buildings). I think this is not a specific characteristic that you impose to your model. So you should use conventional modeling methods, and you will see shear lag in your model just when it occurs. Then you can devise a solution to reduce effects of this phenomenon (by using bundled tube or belt trusses for example).
Ph.D. Student Researcher
Colorado State University
Civil & Environmental Engineering
Fort Collins, CO 80523, USA
amerikmr@engr.colostate.edu
Colorado State University
Civil & Environmental Engineering
Fort Collins, CO 80523, USA
amerikmr@engr.colostate.edu
Re: shear lag
hi
thank's a lot dear.Ameri for your valuable tips.
I think found my answer! If i simulate my shear wall model with shell element's,this elements automatically distributes stress properly; thus shear lag occurs where it should take place.
well, is this true? Would you agree with this idea?
thank's a lot dear.Ameri for your valuable tips.
I think found my answer! If i simulate my shear wall model with shell element's,this elements automatically distributes stress properly; thus shear lag occurs where it should take place.
well, is this true? Would you agree with this idea?
Re: shear lag
Hi,
My pleasure. According to my previous post, if your model is appropriate and you have nothing mistaken in it, you will see an almost real stress distribution in all structural elements (I say "almost" since FEM has approximations). So if shear lag happens, you'll see it. And if it doesn't occur, you won't see this phenomenon.
Good luck
My pleasure. According to my previous post, if your model is appropriate and you have nothing mistaken in it, you will see an almost real stress distribution in all structural elements (I say "almost" since FEM has approximations). So if shear lag happens, you'll see it. And if it doesn't occur, you won't see this phenomenon.
Good luck
Ph.D. Student Researcher
Colorado State University
Civil & Environmental Engineering
Fort Collins, CO 80523, USA
amerikmr@engr.colostate.edu
Colorado State University
Civil & Environmental Engineering
Fort Collins, CO 80523, USA
amerikmr@engr.colostate.edu