Search found 93 matches

by esi_opensees
Sat Oct 31, 2009 1:59 am
Forum: OpenSees.exe Users
Topic: shear-wall
Replies: 8
Views: 3309

shear wall is a Area element, but hinge element or nonlinearbeamcolumn element are line. how can i assign them for wall?
by esi_opensees
Wed Oct 28, 2009 3:00 am
Forum: OpenSees.exe Users
Topic: shear-wall
Replies: 8
Views: 3309

tnx.
using hinge element is correct for shear wall?
by esi_opensees
Mon Oct 26, 2009 8:31 am
Forum: OpenSees.exe Users
Topic: shear-wall
Replies: 8
Views: 3309

thank u iman
this method use for any wall? (L,T shape)?
how can i get mor information about this element?
by esi_opensees
Thu Aug 27, 2009 4:44 am
Forum: OpenSees.exe Users
Topic: OpenSees Days 2009 Registration Now Open
Replies: 10
Views: 9381

Hi,
i would like to congratulate OpenSees Day to all people who like OpenSees! ;)

also, i would like to express my heartiest appreciation and immense gratitude to Silvia because of her patience.
by esi_opensees
Thu Aug 27, 2009 4:43 am
Forum: OpenSees.exe Users
Topic: FRP
Replies: 1
Views: 558

FRP

Hi

Can opensees simulate beams of fiber-reinforced polymeric (FRP) composite materials?
by esi_opensees
Sun Aug 23, 2009 9:42 pm
Forum: OpenSees.exe Users
Topic: OpenSees capability
Replies: 2
Views: 769

in a PEER report written by Prof. Mosalam anad his student, these cases that imancivil has mentioned, are answered.
opensees do not have these capabilities. it should be noted that this report published in 2006. i do not know are there these issues yet, or not?
by esi_opensees
Sun Aug 23, 2009 8:25 pm
Forum: OpenSees.exe Users
Topic: effect of torsion
Replies: 7
Views: 1398

Dear silvia & susan,
would u please tell me how i can model this eccentricity?
is there any example about it?

thanks.
by esi_opensees
Thu Aug 20, 2009 11:07 pm
Forum: OpenSees.exe Users
Topic: shear-wall
Replies: 8
Views: 3309

shear-wall

Dear silvia, there is a fundamental question that is discussed repeatedly among the researchers. would you please help us? is it possible to model shear-wall buildings in opensees? if so, which element should be used? i hope various aspects of shear-wall modeling be discussed in near workshop. thank...
by esi_opensees
Tue Mar 10, 2009 9:03 pm
Forum: OpenSees.exe Users
Topic: setting
Replies: 1
Views: 642

setting

Hi,
can i get special output that gives me x% of value?
for example, i want to get 10% of displacements. is it possible to apply this setting in opensees?

thank you.
by esi_opensees
Sun Mar 08, 2009 6:37 pm
Forum: OpenSees.exe Users
Topic: Preferences of OpenSees
Replies: 0
Views: 770

Preferences of OpenSees

Hello,
what are the preferences of OpenSees as compared with other finite element software?

where can i find the capabilities of OpenSees?
by esi_opensees
Tue Feb 10, 2009 3:52 am
Forum: OpenSees.exe Users
Topic: steel02
Replies: 1
Views: 907

steel02

Giuffrè-Menegotto-Pinto model has been developed for reinforcing steel. Does it apply also to steel structures?
by esi_opensees
Fri Jan 30, 2009 6:39 am
Forum: OpenSees.exe Users
Topic: place of plastic hings
Replies: 5
Views: 1441

dear Pejman

many thanks but i don't know Charles and i searched in this forum, i could not find any comment from Charles chadwell. :(
please tell me where i can find this program?

thank you
by esi_opensees
Fri Jan 30, 2009 2:32 am
Forum: OpenSees.exe Users
Topic: place of plastic hings
Replies: 5
Views: 1441

thank you pejman_opensees. would you please how should i do post processing?
with plotting load-deformation diagram, how we can understand that the plastic hing is created?

thank you.
by esi_opensees
Fri Jan 30, 2009 1:30 am
Forum: OpenSees.exe Users
Topic: place of plastic hings
Replies: 5
Views: 1441

place of plastic hings

Hi,

is it possible to determine the place of plastic hings for a structure?
by esi_opensees
Thu Jan 22, 2009 7:57 pm
Forum: OpenSees.exe Users
Topic: critical load
Replies: 5
Views: 1428

thank you very much! :D