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Thanks a lot for your timely reply and useful tips. FRP strength and modulus are input parameters for ConfinedConcrete01. (uniaxialMaterial ConfinedConcrete01 $tag ... <-wrap ... $ful $Es0w>..., where $ful and $Es0w are ultimate strength and elastic modulus of FRP material). But they are not argumen...

Hi, I would like to compute the reliability index of FRP confined concrete column under static pushover loadings. Therefore, I utilized ConfinedConcrete01 to model concrete, in which the FRP properties can be defined. Next, I tried to connect FRP properties with corresponding random variables throug...

Hi, I had a similar problem. I tried the method of gaziz with version tag 5363. The element error disappeared. However, linking problems appeared as posted. Could someone please give me some hints? OS: Windows 7 64bit Microsoft Visual Studio 2013 Professional Tcl include and lib as well as /SRC/elem...

Dear Scott, I would like to conduct a FORM analysis of the 2D RC frame given in http://opensees.berkeley.edu/wiki/index.php/Example_3:_2D_RC_frame_subjected_to_earthquake_base_excitation. All the eight gradient parameters have been assigned with normal distributed random variables. There are two pro...