Dear professor : How are you? sorry, I want to tell my questions clearly.
I am a student form China. I have learned all of your papers since 2002 about your shear limit material. I have some quentions about your material.
In OpenSees Manual, the example analysis file for limitStateMaterial, in this analysis file ,I have some questions. a) How to calculate #residual shear capacity Vr=3.0? b) #stiffness of unloading slope for flexural component kf=24.7? c) #strengths for initial response Vi1=25?
Vi2=30? Vi3=45?
Welcome to Tongji University again. I hope to discuss with you about
your material at length.
thank you very much. Looking forward to you reply.
leituo
Tongji University, China
about shear limit material
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