refurbishment of rc member with steel profiles: modelling
Posted: 11 May 2015, 11:46
Hello
,
I would modelling in Seismostruct a rectangular RC section with two flanked UPN profiles perfectly connected to the concrete (as in the linked picture). This intervention should increase the stiffness of the RC member. Someone could give me a suggestion for the modelling of this member?
Thanks in advance for your help
Luca
https://www.dropbox.com/s/gd99ndnct2b94 ... e.png?dl=0
I would modelling in Seismostruct a rectangular RC section with two flanked UPN profiles perfectly connected to the concrete (as in the linked picture). This intervention should increase the stiffness of the RC member. Someone could give me a suggestion for the modelling of this member?
Thanks in advance for your help
Luca
https://www.dropbox.com/s/gd99ndnct2b94 ... e.png?dl=0