Search found 9 matches

by nsharmanishant
Fri Jun 10, 2016 11:38 am
Forum: OpenSees.exe Users
Topic: issue related to mass definition
Replies: 0
Views: 2198

issue related to mass definition

Dear fmk, moderators and other members, I am trying to analyse a simple portal frame with fixed base using ground motion data and I am exciting the structure using UniformExcitation command. i am assigning mass using the 'mass' command in the element itself as shown in the following definition. &quo...
by nsharmanishant
Mon Nov 23, 2015 2:03 am
Forum: OpenSees.exe Users
Topic: Staged Analysis Fails
Replies: 8
Views: 7088

Re: Staged Analysis Fails

Dear Jeena,

Thank you for your reply. The tcl script is now able to run successfully after incorporating the changes suggested by you. Regarding the results, I shall let you know in this forum if they are turning out to be as desired. Thank you for your time and attention.

Regards,
Nishant
by nsharmanishant
Sat Nov 21, 2015 8:40 pm
Forum: OpenSees.exe Users
Topic: Staged Analysis Fails
Replies: 8
Views: 7088

Re: Staged Analysis Fails

Dear Jhno,
Thank You for your reply. I have incorporated wipeAnalysis in my script and have removed the constraints symmetrically in each stage. However, even now the program shows the same message. Kindly suggest.

Thank You
Nishant
by nsharmanishant
Sat Nov 21, 2015 4:17 pm
Forum: OpenSees.exe Users
Topic: Staged Analysis Fails
Replies: 8
Views: 7088

Re: Staged Analysis Fails

Jhno wrote: > I did run into the same kind of trouble with my soil model. I had issue when updating > the material from elastic to plastic. Although I did have some convergence issue in > the linear domain, it was mostly the result of a ill defined model. > For me, the error came from the following ...
by nsharmanishant
Sat Nov 21, 2015 4:13 pm
Forum: OpenSees.exe Users
Topic: Staged Analysis Fails
Replies: 8
Views: 7088

Re: Staged Analysis Fails

akisingh wrote: > Can you tell me more details with full error description with code, > i try to solve your problem. Dear akisingh, ThankYou for your reply.Following is my code: wipe; puts "Creating domain nodes"; model BasicBuilder -ndm 2 -ndf 2 node 1 0.00 0.00; node 2 2.00 0.00; node 3 ...
by nsharmanishant
Sat Nov 21, 2015 12:16 am
Forum: OpenSees.exe Users
Topic: Staged Analysis Fails
Replies: 8
Views: 7088

Staged Analysis Fails

Hello, I am trying to carry out staged gravity analysis of a single 2d soil element(linear elastic). The bottom two nodes of the element are restrained in both the horizontal and vertical direction. The top two nodes are restrained in only the horizontal direction. In the 1st stage, gravity analysis...
by nsharmanishant
Thu Apr 16, 2015 6:53 pm
Forum: OpenSees.exe Users
Topic: Question about geotechnical examples
Replies: 8
Views: 9025

Re: Question about geotechnical examples

Hello,

I am facing the same problem. Did you get a solution? Kindly help.

Thank You
by nsharmanishant
Tue Dec 30, 2014 8:17 pm
Forum: OpenSees.exe Users
Topic: Steel not failing
Replies: 1
Views: 2180

Steel not failing

Dear All, I am trying to carry out monotonic pushover analysis on a rectangular reinforced concrete cantilever column (fixed at base) having dimension of 0.6m*0.75m with 32 19mm steel bars (with fy=420Mpa) distributed uniformly on all four sides and have used Fiber section (distributed plasticity). ...
by nsharmanishant
Mon Nov 24, 2014 11:00 pm
Forum: OpenSees.exe Users
Topic: some questions about "LibGeneratePeaks.tcl"
Replies: 4
Views: 4109

Re: some questions about "LibGeneratePeaks.tcl"

Q.1 set outFileID [open data/tmpDsteps.tcl w], what does it mean? Ans. This means that a file named tmpDsteps.tcl is being created under the directory Data and a variable outFileID is being defines which will take the address of the file "tmpDsteps.tcl" as its definition. Q. 2:puts $outFil...