The OpenSees Community

Dear silvia
does increasing np(for example 10) causes increasing the accuracy
of analysis?

Hi
I have not a moment-rotation relationship for modeling splice slip.
If you have this data base please send me.
And how I can use this data base to adding for nonlinear beamcolumn element?

Thank you

i haven't quite done it..... has anybody out there done it ?? ferdi, what do you have thus far? do you have a moment-rotation relationship? or anything like that, or do you have something at a lower level? Hi I have not a moment-rotation relationship for modeling splice slip. If you have this data ...

hi
I cant execute this example.
EXAMPLE:
main input file:
RCyclicPinch.tcl
supporting files:
procUniaxialPinching.tcl
procRCycDAns.tcl

Please help me.What is incorrect?
Thank you

chicco wrote:DEAR Silvia

I want to study effect of bond - slip on reinforced concrete column.
What element I can use for modeling bond slip

thank you !

Hi
Maybe Barslip Matterial help you.
Please read user manual.
by

hi
Can I model splice slip by barslip cammand?
Thank you.

Hi Please help me for: 1-How I can record Moment-Curvature of all elements(Beam or column) for example in a multistory RC frame? 2-EXAMPLE 2 - Moment-Curvature Analysis of a Reinforced Concrete Section has a warning:error reading information in { }.and dont display M-phi diagram. please send me acor...

DEAR Silvia

I want to modeling splice.
I want to study effect of splice slip on reinforced concrete structures
behavior when earthquake occur.
what element I can use for modeling splice?


Thank you

dear silvia

Please help me for modeling splice slip.
I want to study effect of splice slip on concrete bulding behaviour.

Thank you

hi
why opensees is not visual like Etabs or ansys?

thank you