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hello
what version of tcl editor is suitable for opensees versoin 2.3.2?
how i can download this version of tcl editor?

hi
how i can use "or'' in "while" command?
for example: how i can write:

while {$acc < $SA or $drift < $kk} {. . . .

hi vesna i want apply incremental dynamic analysis on rc shear wall and get pure envelop drift (not envelop drift) for every story by subtracting rotation of previous story muliply to story height from total drift of story and finally get maximom of this pure drift for every story for every level of...

hello In shear wall buildings, however, 'story drift' itself is not appropriate as a damage measurement because part of this drift represents only a rigid body rotation at higher stories. To remove this meaningless rigid body rotation, the rotation of the previous story was subtracted at every story...

hello i want get rotation of node at the top of the shear wall in every story, in opensees manual the node recorder command have displacement response, even blow this command noted in parenthesis ''translational & rotational'' but i dont know strictly what response or command i use for record ro...

hi i have used OpenSEES to do a IDA for frame-shear wall buildings. here,I use the nonliearBeamColumn element for columns and beams of frames, and use the dispBeamColumnInt elments for the wall. i dont consider anything for modeling connection for concrete shear wall and steel frame. there are some ...

gerber wrote: > How did you use disp beamcolumnInt for shear wall ( as a big column??) and > how did you connect it with the frame? hi gerber i have used disp beamcolumnInt similar what in opensees manual said for using this command. i have not defined connection shear wall whit frame. how i can def...

hi i have wrote a script for apply IDA method on Simple Steel Framing with Reinforced Concrete Shear Wall (5,8 and 12 story). by using concrete01 steel02 material, disp beamcolumnInt for shear wall and nonlinear beamcolumn for beam and column elements, i want get stress or strain response, for beam ...

hi vesna i go to 1e-6 and more ( or smaller) but it fail to converge in low Sa and max interstory drift. i use variable transient, but the result improve trivial. i have 3 tolerance one in analysis static one in libanalysisdynamicparameters file and one in Ex8.genericFrame2D.analyze.Dynamic.EQ.Unifo...

hi vesena when i increase my tolerance for example tol=1e-3, ( for 12 story concrete shear wall with simple steel frame for special record) analysis perform until Sa=.7 whereas max drift occur in story 9 or 10 with max interstory drift=1.7% but by increasing Sa the max interstory occur in story 1 wi...

i have wrote a script in tcl editor 8.5.5 and execute with opensees 2.1 but in this version i can only use concrete01 for concrete shearwall and cannot use concrete06. can i use opensees version 2.3.2? my os is 7 win32.

i have used fiber based element.
disp beamcolumnint for shear wall.
nonlinear beamcolumn for simple steel frame

hi i have wrote a script for apply IDA method on Simple Steel Framing with Reinforced Concrete Shear Wall (5,8 and 12 story). by using concrete01 steel02 material, disp beamcolumnInt for shear wall and nonlinear beamcolumn for beam and column elements, tolerance of 10E-6 for test command. when i lau...

hello i have wrote a cod for apply IDA on Simple Steel Framing with Reinforced Concrete Shear Wall(5,8 and12 story framing), my cod is correct and i have trace the ida curves. my max inter story drif for 8 story is almost .00013, i have no refrence for considering limit state particular for rc shear...

hello how i can Considering the suitable value for isotropic hardening ratio in steel02? is there a refrences for determinate a suitable value for this parameters?in concrete materials(concret01 concret02 concrete03 and etc) how i can considering asuitable value for parameters acording to compressiv...