Search found 26 matches

by caosasa
Thu Jan 02, 2014 4:49 am
Forum: Useful Scripts.
Topic: SAP to Opensees model converter
Replies: 8
Views: 9155

Re: SAP to Opensees model converter

Dear guidomac,
Thanks for your sharing.
by caosasa
Sun Jan 20, 2013 12:12 am
Forum: OpenSees.exe Users
Topic: remove loadPattern in adaptive pushover analysis
Replies: 1
Views: 866

remove loadPattern in adaptive pushover analysis

Dear Vesna, in adaptive pushover analysis, lateral force patterns is updated in every step. here is part of my code: %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% wipe; model Basic -ndm 3 -ndf 6; file mkdir Data; source unit.tcl source grouppilesfoundationmodal.tcl recorder Node -file D...
by caosasa
Tue Jan 01, 2013 11:39 pm
Forum: OpenSees.exe Users
Topic: problem with converge
Replies: 5
Views: 2635

Re: problem with converge

Dear Vesna, i have the same converge problems in my model.
adding -iter option to the element didn't work.
tweaking the section worked well.
Thank you for your guidence.
Happy new year!
by caosasa
Tue Dec 04, 2012 5:19 pm
Forum: OpenSees.exe Users
Topic: Hysteretic material
Replies: 2
Views: 610

Re: Hysteretic material

Dear Vesna,
Thank you for your quick reply.
I checked the multi-linear material.
It is what i wanted.
I really appreciated your help.
by caosasa
Tue Dec 04, 2012 12:53 am
Forum: OpenSees.exe Users
Topic: Hysteretic material
Replies: 2
Views: 610

Hysteretic material

Dear all, I have two qustions about the Hysteretic material, 1. Is it possible to define more than three points for this material, i.e. 5 or 6 points? 2. If the answer of question 1 is NO. I am thinking about defining more points with the Parallel material. Such as: set matTag1 1; set matTag2 2; set...
by caosasa
Thu Nov 29, 2012 5:45 pm
Forum: OpenSees.exe Users
Topic: eigen analysis with or without gravityloads
Replies: 4
Views: 787

Re: eigen analysis with or without gravityloads

Thank you, Vesna.
I am very clear now.
by caosasa
Wed Nov 28, 2012 5:25 pm
Forum: OpenSees.exe Users
Topic: eigen analysis with or without gravityloads
Replies: 4
Views: 787

Re: eigen analysis with or without gravityloads

Dear Vesna, Thank you very much. You are very warmhearted. The phenomenon i am saying is: The periods that calculated after gravity load is longer than the periods that calculated before gravity load. I think after the gravityloads are counted, the structure should be stiffer. consequently, the peri...
by caosasa
Wed Nov 28, 2012 6:01 am
Forum: OpenSees.exe Users
Topic: eigen analysis with or without gravityloads
Replies: 4
Views: 787

eigen analysis with or without gravityloads

Dear all, i find a strange phenomenon. for the eigen analysis, the period is smaller when the eigen analysis of a structure is conducted with gravityloads, compared with the period when the eigen analysis of a structure is conducted without gravityloads. the "Ex3.Canti2D.build.InelasticFiberSection"...
by caosasa
Tue Nov 27, 2012 5:57 pm
Forum: OpenSees.exe Users
Topic: remove recorder $tag?
Replies: 2
Views: 599

Re: remove recorder $tag?

Dear Vesna,
Thank you for replying me so quickly.
I revised the commander as:
"set tag [recorder Node -file Data/Eigenvector$i.out -nodeRange 1 46 -dof 1 "eigen 1"]
remove recorder $tag"
It works.
I appreciated your help.
Best wishes!
by caosasa
Tue Nov 27, 2012 5:49 am
Forum: OpenSees.exe Users
Topic: remove recorder $tag?
Replies: 2
Views: 599

remove recorder $tag?

Dear all,
In the order of "remove recorder $tag ",
how the tag of recorder is defined?
ie. recorder Node -file Data/Eigenvector$i.out -nodeRange 1 46 -dof 1 "eigen 1"
how can i define the tag of the recorder?
Thanks.
by caosasa
Wed Oct 31, 2012 5:26 am
Forum: OpenSees.exe Users
Topic: plastic rotation of BWH element
Replies: 1
Views: 515

plastic rotation of BWH element

Dear Vesna, i am confused about your comments on recorder of plastic rotation of BWH element. in the two post of "I cant record rotation and stiffness for beamwithhinges"(2006) and "beamwithhinges element recorder"(2010), you said: "beamWithHinges element does not have recorder for plastic deformati...
by caosasa
Wed Oct 31, 2012 3:42 am
Forum: OpenSees.exe Users
Topic: About the plastic rotation of the dispBeamColumn
Replies: 13
Views: 4805

Re: About the plastic rotation of the dispBeamColumn

paperairplane wrote:
> Dear caosasa ,i still cannot understand why the ratation of node 2 are
> different?
will you give me your email please,
i will send you a PDF about it.
by caosasa
Sat Oct 27, 2012 7:03 pm
Forum: OpenSees.exe Users
Topic: steps to compute plastic rotation
Replies: 1
Views: 459

steps to compute plastic rotation

Dear Vesna and other users, if i want to compute the plastic rotation of nonlinearbeamcolumn element, how can i caputure it with the sectiondeformations? for an nonlinearbeamcolumn element with 5 Nps, do i have to output all the sectiondeformations first, then split the recorder files to compute the...
by caosasa
Sat Oct 27, 2012 6:42 pm
Forum: Useful Scripts.
Topic: We are collecting OPENSEES User-Requirements Data
Replies: 26
Views: 21494

Re: We are collecting OPENSEES User-Requirements Data

Dear silva,
i see lots of users want the order to caputur plastic rotations for the 3 beamcolumn elements,
would you please consider about provide recorders or examples on this.
Thanks a lot.
by caosasa
Thu Oct 25, 2012 11:30 pm
Forum: OpenSees.exe Users
Topic: zero-length component in Beamwithhinges element
Replies: 2
Views: 848

Re: zero-length component in Beamwithhinges element

Thank you Vesna.
I see.