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dear sb1966
please don't take it otherwise.

dear sb1966
take time to read a question correctly

please read my question correctly
i am not asking to record dis in all nodes (that is i know how to do)
i am asking how to record disp in single file for each value of input variable

hi friends, i wrote a code for 6 input variables which has 100 values... how to record a node displacement in a single file for 100 values of these variables..... my code------ set phiR [open phi.txt "r"] set Phi [gets $phiR] close $phiR set neuR [open neu.txt "r"] set Neu [gets ...

thanks sb1966
if you have ebook of "Tcl and the Tk Toolkit "
please give me the downloading link or mail it to me. my mail id is "sjindal@iitk.ac.in"

thanks for reply actually i copied comment line also.... so corrected one is............ hi all, i am getting an error while generating a node or elements by loops.......... this is my code ............ for {set i 1} {$i<=$nodeTotal} {incr i 1} { ##--left end portion if {$i >= 1 && $i <= [ex...

hi all, i am getting an error while generating a node or elements by loops.......... this is my code ............ for {set i 1} {$i<=$nodeTotal} {incr i 1} { ##--left end portion if {$i >= 1 && $i <= [expr $ndivEnd+1]} { node [expr 1000+$i] [expr $LendEle*($i-1)-$Lfoot/2] 0.0 node [expr 1000...

hi vesna , please give me the solution of my problem with no of random variables.. i have a same type problem in my code,i have a six random variables which have 100 values in matrix form for example; var-1 var-2 var-3 var-4 vAR-5 var-6 ={40.2285 0.3088 16.1031 12.9999 5.1254 1.6663 40.8183 0.4883 1...

hi friends, i have a same type problem in my code,i have a six random variables which have 100 values in matrix form for example; var-1 var-2 var-3 var-4 vAR-5 var-6 ={40.2285 0.3088 16.1031 12.9999 5.1254 1.6663 40.8183 0.4883 15.6421 5.6726 2.6696 2.1183 37.7136 0.3961 11.8791 6.7538 4.0445 0.5526...

so how we can solve reliability problems???

thanks
is we can change a little bit in the code for our convenience for our problem???
if yes than how to execute that code again for using a same command for my problem.

thanks

hi i am sumit,
i am using a command "shallowFoundationGen" in opensees for modeling , i need a source code for this command
can anybody tell me how to get the source code of this command ?????? give me the link ???

thanks
jindal

thanks fmk
there was prob of load whatever i was applying that was to much,facotor of safety was too high, now analysis is safe in gravity analysis but cyclic load analysis is going to fail again...
plz check it again
use "" set FSv 1.5""

hi,
I want to ask a doubt
in gravity analysis we are applying a load in downward direction( means -sign will be use for defining the load) and getting a force in foundation spring elements in negative....i thing it should be positive because that reaction will be upward ????
what is the correct ??

can anybody ans for my question???? i am modeling a single shear wall supported by shallow foundation i have a 3 nodes of structure , 1 is attached to the centre of foundation, 2nd is the node where i applied a lateral load, and 3rd is the last n ode of wall is equal to the height of wall tell me fo...