Ahmad Uzair Arshad
Civil/Environmental
Hi Dear,
I am working on a new project that requires reinforced concrete walls as shear wall. Due to space constraints, I cannot increase the thickness of the walls.
Currently the walls are failing in shear. it's an underground structure with extreme ground shock loads.
The PMM ratio of wall piers are fine. I Just want to increase the shear capacity by transferring the additional forces to steel plate.
Is there any good literature that talks about it. Most text that I am able to find talks about the steel frame with steel plate encased with reinforced concrete and the system is designed according to AISC requirements instead of ACI.
Thank you
I am working on a new project that requires reinforced concrete walls as shear wall. Due to space constraints, I cannot increase the thickness of the walls.
Currently the walls are failing in shear. it's an underground structure with extreme ground shock loads.
The PMM ratio of wall piers are fine. I Just want to increase the shear capacity by transferring the additional forces to steel plate.
Is there any good literature that talks about it. Most text that I am able to find talks about the steel frame with steel plate encased with reinforced concrete and the system is designed according to AISC requirements instead of ACI.
Thank you