hello
I want to model LCF (Linked Column Frame) by seismostruct.
How is the modeling of LCF in seismostruct ?
i do not know if i should model it with Link element(e,g:st-bl) or model it with InfrmFBPH?
Thank you
Plastic Hinge
Re: Plastic Hinge
Dear ramin moskochi,
You may model the linked column with inelastic frame elements. We would suggest the infrmDB element class for stability reasons, provided that its length is relatively small.
You may model the linked column with inelastic frame elements. We would suggest the infrmDB element class for stability reasons, provided that its length is relatively small.
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.
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- Posts: 3
- Joined: 22 Mar 2017, 21:34
Re: Plastic Hinge
How can I assign shear hinge and flexural hinge for column and torsion hinge for beams?
Sara
Sara
Re: Plastic Hinge
Dear Saramogahed,
You may apply element end releases, available within the element's module. There is a number of examples with end releases available in SeismoStruct's Verification Repor that you may refer to.
You may apply element end releases, available within the element's module. There is a number of examples with end releases available in SeismoStruct's Verification Repor that you may refer to.
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.
Re: Plastic Hinge
dear zoi
i done and applied what you advice me , but i meet some problems with my model so i done it in 2d and not working also if you didn't mind take a look ,and tell me particularly what i must do
https://www.dropbox.com/s/yweamha175mcd ... e.spf?dl=0
https://www.dropbox.com/s/zvm7ej7ax7kh7 ... l.srf?dl=0
i appreciate your help
sara
i done and applied what you advice me , but i meet some problems with my model so i done it in 2d and not working also if you didn't mind take a look ,and tell me particularly what i must do
https://www.dropbox.com/s/yweamha175mcd ... e.spf?dl=0
https://www.dropbox.com/s/zvm7ej7ax7kh7 ... l.srf?dl=0
i appreciate your help
sara