Dear silvia
can you tell me how define hinge joint of column-beam?
thank you !
about hinge joint
Moderators: silvia, selimgunay, Moderators
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- Posts: 4
- Joined: Thu Apr 19, 2007 4:44 pm
Either with an elasticBeamColumn element and two zeroLength elements at the ends or better with the beamWithHinges element.
For more information see the examples manual:
http://opensees.berkeley.edu/OpenSees/m ... nual/HTML/
or the user manual:
http://opensees.berkeley.edu/OpenSees/m ... index.html
-Harald
For more information see the examples manual:
http://opensees.berkeley.edu/OpenSees/m ... nual/HTML/
or the user manual:
http://opensees.berkeley.edu/OpenSees/m ... index.html
-Harald
thank you for your advice , Haraldinho!
so i still have some problem.
if i use beam with hinges element,how long the hinge length is?
on the other hand,if i use Zero-Length Elements,how should i define the element property.in the Zero Length Element Examples manual,i don't know the reason of define the property
(uniaxialMaterial ElasticPP 2 1050 0.02
uniaxialMaterial Elastic 3 -50
uniaxialMaterial Parallel 1 2 3
)
so i still have some problem.
if i use beam with hinges element,how long the hinge length is?
on the other hand,if i use Zero-Length Elements,how should i define the element property.in the Zero Length Element Examples manual,i don't know the reason of define the property
(uniaxialMaterial ElasticPP 2 1050 0.02
uniaxialMaterial Elastic 3 -50
uniaxialMaterial Parallel 1 2 3
)