1."-section,-dof " ,if i recoder the damage of the element,and the out shoud be damage index,so why put the section iterm in the comand?
2.how can i put the reasonable value of <-dof..>,and what is the real mean of it?
3.if ...could give a an example about this command
have anyone use it??
thank you very much!
lish hit
Harbin Institute of Technology
e-mail:leeshhit@163.com
Structural nonlinear dynamic analysis,
structural simulation
Berk Taftali
Georgia Institute of Technology
Ph.D. Candidate, Structural Engineering, Mechanics, and Materials
School of Civil and Environmental Engineering
Atlanta, GA 30332 USA
Email: gte994y@mail.gatech.edu
ALL,
if your element/material/etc. is included in the latest executable version of OpenSees that is on the web page, please send me ALL documentation you have so that I can include it in the manual. I need the text so that I can upload it. If you have anything where you would like to keep your name on it, just let me know and I will put it on it!
Thank you!!!
silvia
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104