BeamWithHinhes
Moderators: silvia, selimgunay, Moderators
BeamWithHinhes
Hello.
Does anyone know if there is a limit value for Lp in the BeamWithHinges element? It seem to me that Lp should be < L/4 or L/8, for elements on sinhle or double curvature, respectively. Although this is not specifically mentioned in the paper.
Thanks,
L.
Does anyone know if there is a limit value for Lp in the BeamWithHinges element? It seem to me that Lp should be < L/4 or L/8, for elements on sinhle or double curvature, respectively. Although this is not specifically mentioned in the paper.
Thanks,
L.
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- Posts: 9
- Joined: Thu Mar 29, 2007 2:24 pm
- Location: IRAN
flexure-shear interaction displacement -based beam - column
hi to all !
would u plz help me for determination of hinge length for a steel section ?
and another question :
do u have any information about this new section elemnt :
flexure-shear interaction displacement -based beam - column element ?
if u have , plz give me an example for steel section .
tank u all .
would u plz help me for determination of hinge length for a steel section ?
and another question :
do u have any information about this new section elemnt :
flexure-shear interaction displacement -based beam - column element ?
if u have , plz give me an example for steel section .
tank u all .
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- Posts: 9
- Joined: Thu Mar 29, 2007 2:24 pm
- Location: IRAN
but i think the value of hinge length can chenge the result of the analysis .
is there any logical assumption for hinge length ?
if there isn't , how can i rely on my model ?!
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my second question had no answer .
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thank u silvia & m.scott .
is there any logical assumption for hinge length ?
if there isn't , how can i rely on my model ?!
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my second question had no answer .
--------------------------------------------------------------------------------------
thank u silvia & m.scott .
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- Posts: 6
- Joined: Wed Jun 21, 2006 7:12 pm
- Location: Chilean Steel Institute
Plastic Hinge Length
Dr. Scott, do you have any reference that points out more clearly the criteria to select the plastic hinge length for steel members?mhscott wrote:For steel members 1-2 times the section depth is a reasonable assumption for the plastic hinge length.
There are empirical formulas to approximate the plastic hinge length of RC members. See articles written by Paulay and Priestley.
Thank you!
Gaston Fermandois C.
Universidad Tecnica Federico Santa Maria
Valparaiso, Chile
Universidad Tecnica Federico Santa Maria
Valparaiso, Chile