Some request about cocncrete frame

mojtaba_khodayari · Post by **mojtaba_khodayari** » Wed Dec 02, 2009 1:46 am

hi,
please, introduse refrenece about steel02, that explain about $R0 $cR1 $cR2 $a1 $a2 $a3 $a4, explanation in command language isn't clear.
and how i can get characters of concrete01 in confined state. can i use Mander model? please introduse refrence about it.
And another request, i use concrete01 and steel02 in my model. and use fiber section. Are they compatible with each other?
[In A FIBER BEAM-COLUMN ELEMENT FOR SEISMIC RESPONSE ANALYSIS OF REINFORCED CONCRETE STRUCTURES Report No. UCB/EERC-91/17, explain fiber section's validity is based stress-strain behavior is described by the nonlinear model of Menegotto and Pinto (1973), as modified by Filippou et al. (1983) for steel and the modified Kent and Park model the monotonic concrete stress-strain relation in compression. ]

silvia · Post by **silvia** » Wed Dec 02, 2009 7:54 am

there is not much reference on these arguments right now, i'm working on it.

yes, you can use the different materials in the same section.

mojtaba_khodayari · Post by **mojtaba_khodayari** » Tue Dec 08, 2009 4:43 am

for parameter steel02, can i get some suggest about it?
i wanted use steel02 in my simulation.
i do pushover analysis and time history analysis.

silvia · Post by **silvia** » Fri Dec 11, 2009 4:36 am

use BuildingTclViewer to look at the material and see how the parameters affect the response

mojtaba_khodayari · Post by **mojtaba_khodayari** » Sat Dec 12, 2009 2:34 am

hi silvia,
thanks for your reply. i install building tcl viewer but when i load a tcl script
-one of your example in manual- it doesn't show any result. is wrong with my instalation? or it only load tcl script with spacial configuration. before i accedent with this problem with osp. please guid me.
with best wishes

silvia · Post by **silvia** » Sat Dec 12, 2009 9:15 am

you need to select the models and analyses you want to perform and then run them.