ReverseCyclic and ground motion analysis of cantilvercolumn

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Cathy
Posts: 10
Joined: Thu Mar 22, 2007 1:43 am
Location: China

ReverseCyclic and ground motion analysis of cantilvercolumn

Post by Cathy »

hello everyone! I am a graduate and a greenhand of OS. Thanks in advance!
I want to do Reverse Cyclic Lateral Load Analysis and damage of cantilever column.

Reverse Cyclic Lateral Load Analysis script is:
wipe
source gravityloads.tcl
pattern Plain 2 "Linear" {
load 2 200 0.0 0.0
}

uniaxialMaterial Pinching4 4 300 0.02 400 0.1 311 0.135 171 0.135 -300 -0.02 -400 -0.1 -311 -0.135 -171 -0.135 0.5 0.25 0.05 -0.5 -0.25 -0.05 1.0 0.2 0.3 0.2 0.9 0.5 0.5 2.0 2.0 0.5 1.0 0.0 1.0 1.0 0.9 10 energy

recorder Node -file RCyclicPinchR.out -load -node 2 -dof 1 disp

# build the components for the analysis object

system SparseGeneral -piv;

constraints Plain

test NormUnbalance 1.0e-9 10

algorithm Newton

numberer Plain

## analysis type used in the procedure is Static

set peakpts [list 0.02 0.025 0.03 0.05 0.07 0.1 0.14 ]

set increments 10

set nodeTag 2

set dofTag 1


# print the results at nodes

print Node

the experiment date of this Reverse Cyclic Lateral Load is
3176
0 0
0.143 -1.532
0.143 -1.67
0.024 -0.95
0.024 -1.088
0.024 -1.364
0.019 -1.501
0.024 -1.532
0.028 -2.022
0.033 -1.992
0.047 -2.145
0.052 -2.267
0.043 -2.666
0.057 -2.834
0.09 -2.712
0.086 -2.513
0.081 -2.497
0.076 -2.405
0.552 24.087
1.005 44.427
1.462 64.437
1.633 71.617
1.205 50.127
0.743 28.207
0.367 8.317
-0.062 -12.7
-0.443 -32.173
-0.872 -52.333
-1.205 -66.743
-0.838 -46.053
-0.443 -24.863
-0.029 -5.3926
...-2.9195 39.077
-0.915 39.907
0.057 39.417
0.071 39.237

question 1:the RCyclicPinchR out is blank,how can i do ?
question 2:I want to get the damage of cantilever column after strong earthquake, how to define recorder ? is there anything that i need do?[/list][/quote][/url][/i][/b]
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

please look at the examples and user manuals for reversed cyclic loading and for recorders.
i think there is something about if the input is from a file.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Cathy
Posts: 10
Joined: Thu Mar 22, 2007 1:43 am
Location: China

ReverseCyclic and ground motion analysis of cantilvercolumn

Post by Cathy »

thank you silvia! now i have two question
1. in the RCyclicPinch.tcl ,how to get the parameter for example rDisp ,uForce,gammaK1 gammaK2 gammaK3 gammaK4 gammaKLimit ,gammaD1 gammaD2 gammaD3 gammaD4 gammaDLimit ?

##### Ratio of maximum deformation at which reloading begins
### Pos_env. Neg_env.
set rDisp [list 0.5 0.5]

##### Ratio of envelope force (corresponding to maximum deformation) at which reloading begins
### Pos_env. Neg_env.
set rForce [list 0.25 0.25]

##### Ratio of monotonic strength developed upon unloading
### Pos_env. Neg_env.
set uForce [list 0.05 0.05]

##### Coefficients for Unloading Stiffness degradation
### gammaK1 gammaK2 gammaK3 gammaK4 gammaKLimit
#set gammaK [list 1.0 0.2 0.3 0.2 0.9]
set gammaK [list 0.0 0.0 0.0 0.0 0.0]

##### Coefficients for Reloading Stiffness degradation

### gammaD1 gammaD2 gammaD3 gammaD4 gammaDLimit
#set gammaD [list 0.5 0.5 2.0 2.0 0.5]
set gammaD [list 0.0 0.0 0.0 0.0 0.0]


2. I want to get the damage of the ground motion analysis of cantilver column, how can i get the damage? now i don't find suitable example,please give me detailed examplation or suitable example.
when defining Recorder Objects , which one i should choose? Recorder Objects :Node Recorder;EnvelopeNode Recorder;Drift Recorder;Element Recorder;EnvelopeElement Recorder;Display Recorder;Plot Recorder;playback Command;
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

look at the user and examples manual for the recorders.

for the data on the pinching, you should contact the material author, as i don't have much experience with it.
also, you have to calculate damage in post-processing.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Cathy
Posts: 10
Joined: Thu Mar 22, 2007 1:43 am
Location: China

ReverseCyclic and ground motion analysis of cantilvercolumn

Post by Cathy »

Thanks silvia!
:) If i calculate damage in post-processing,should i use OSP - The OpenSees Graphical Post Processor ?
If i want to get hysteretic curves,should i define two ecorder command in the Reverse Cyclic Lateral Load Analysis ? the two ecorder command are :
recorder Node -file RCyclic.out -time -node 2 -dof 1 2 disp
recorder Element -file Element1.out -time -ele 1 force
is hysteretic curves made up of the datas from the two out files?
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

i don't know if osp has been updated to be compatible with the latest version of opensees.
for the hysteretics, it depens on what you are looking for in the model.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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