Search found 8 matches

by angga-fajar
Fri Aug 21, 2020 12:34 pm
Forum: Property
Topic: TwoNodeLink VS ZeroLength element
Replies: 9
Views: 2337

Re: TwoNodeLink VS ZeroLength element

Dear STKO,

Thanks a lot for the guidance, that's work well.

Regards,
by angga-fajar
Fri Aug 21, 2020 2:14 am
Forum: Property
Topic: TwoNodeLink VS ZeroLength element
Replies: 9
Views: 2337

Re: TwoNodeLink VS ZeroLength element

Here the final Table that should have the data of force and deformation of Two Mode Link Element
2020-08-21_09h01_05.png
2020-08-21_09h01_05.png (4.97 KiB) Viewed 1439 times
by angga-fajar
Fri Aug 21, 2020 2:11 am
Forum: Property
Topic: TwoNodeLink VS ZeroLength element
Replies: 9
Views: 2337

Re: TwoNodeLink VS ZeroLength element

Dear STKO, Thank you for the suggestion. I have tried to display the Two Node Link Element response following your suggestion, as illustrated in the attached figure. However, no selected element result and no output can be plotted. Could you help me for that problem? Thank you. Regards 2020-08-21_08...
by angga-fajar
Fri Aug 21, 2020 1:45 am
Forum: OpenSees MP
Topic: Solving problems using multiple cores
Replies: 11
Views: 2243

Re: Solving problems using multiple cores

Dear STKO Team,

Thank you very much for the help, now the transient analysis can work well.

However, in parallel analysis condition, the monitoring structural response during analysis can't work, isn't it?.

Regards,
by angga-fajar
Fri Aug 14, 2020 12:28 pm
Forum: OpenSees MP
Topic: Solving problems using multiple cores
Replies: 11
Views: 2243

Re: Solving problems using multiple cores

Dear STKO Tim,

Here I attach the SCD file that mentioned at previous.
Please find it. Thank you
by angga-fajar
Tue Aug 04, 2020 4:35 am
Forum: OpenSees MP
Topic: Solving problems using multiple cores
Replies: 11
Views: 2243

Re: Solving problems using multiple cores

Dear Clarabella

Here I attach the screen shoot of the input and the error message of the numerical model example. Could you help me....
Thank you for the attention.

Regards,
by angga-fajar
Fri Jul 31, 2020 4:52 pm
Forum: OpenSees MP
Topic: Solving problems using multiple cores
Replies: 11
Views: 2243

Re: Solving problems using multiple cores

Dear STKO Team,

Hello,

I have tried the using Multi-Processor analysis (OpenseesMP)following your instuction mentioned above for the transient analysis. However the analysis can't work. Could you suggest me the solution?

Thank you for the attention.

Regards,
by angga-fajar
Fri Jul 31, 2020 2:06 pm
Forum: Property
Topic: TwoNodeLink VS ZeroLength element
Replies: 9
Views: 2337

Re: TwoNodeLink VS ZeroLength element

Dear STKO Team Hello, I have made numerical model of bracing with shear panel damper (SPD). The SPD to be idealized as two node link element. However, in post processor, I have tried to find the force and deformation output of those element. But I can not find to choose the option to display the for...