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Is it better. and what???

HELLO I MODLED A 8 STOREY-5 BAYS RC-FRAME WITH SHEAR WALL AND USED nonlinearBeamColumn ELEMENT FOR MODELING OF WALL AND elasticBeamColumn ELEMENT FOR CONNECTING BETWEEN WALL AND FRAME. 1) AXIAL LOAD OF WALL MUST BE ZERO BECAUSE WALL IS IN MIDDLE OF STRUCTURE!! BUT IN MY FILE AXIAL LOAD OF WALL IS BI...

HI Dr. SILVIA
Can I use FIBER SECTION in SHELL ELEMENT to model a SHEAR WALL in opensees?
THANKS

HI
Do yo have a reference for modeling of SHEAR-WALL in opensees?
THANKS

HI Dr. SILVIA I modeled a RC frame with SHEAR WALL. But I can't analysis it. ==================================== wipe model basic -ndm 3 -ndf 6 # ==========nodal coordinates: #S8 (81,83)----(84,85)----(86,87)----(88,90) #S7 (71,73)----(74,75)----(76,77)----(78,80) #S6 (61,63)----(64,65)----(66,67)-...

HI SILVIA
Can I model MASONRY INFILL in RC-FRAM?
If yes,HOW??
Thanks

HI scutce
You can use this URL
http://www.ce.berkeley.edu/~filippou/

Thanks
I know now!

THANKS
it works But lot of Bitmap Images are not download with this error " File not found"

HI Dr. SILVIA
I can't open this URL:
http://opensees.berkeley.edu/OpenSees/m ... Manual.chm

Tanks

HI
How can I contact professor Filip Filippou?
Thanks in advance.

HI Dr. Silvia I'm a MSc student of Earthquake Engineering at International Institute of Earthquake Engineering and Seismology (IIEES)(Tehran,Iran). In my thesis I need to model the shear wall and I'm interest to know about development of shear wall element.When is this new element introduce?? Thanks...