I would like to know what is the most efficient and effective way to strengthen a weak column in a COMPLETED building without increasing the weight significantly as well as the disruptive work.
I am proposing, using steel hunches around the top where it interfaces with the beams and use FRP...
thread726-197249
i have a 2 storey reinforced concrete moment frame project that I am working on which has under-reinforced columns. As a result,the idea to install retrofitted shear walls has come up as the best solution. When modelled it works and the theory is that the shear wall system will...
