FRP Retrofitting
Posted: 30 Oct 2017, 16:46
Hello Sir or Madam,
I am using the SeismoStruct 2016 version to conduct a retrofitting strategy for RC buildings. When the RC columns are wrapped by FRP system, there might be increment of strength for confined concrete. Could you clarify whether there is a change in concrete compressive strength or the increase of the concrete strength should be added manually?
Thank you,
Zeke
I am using the SeismoStruct 2016 version to conduct a retrofitting strategy for RC buildings. When the RC columns are wrapped by FRP system, there might be increment of strength for confined concrete. Could you clarify whether there is a change in concrete compressive strength or the increase of the concrete strength should be added manually?
Thank you,
Zeke