seattlemike
Structural
- Oct 23, 2004
- 79
SLENDER Concrete Shear Wall analysis
Hi All,
So, typically, I've seen engineers run ETABS linear(elastic) dynamic analysis of Concrete Shear Walls, with ACI effective stiffnesses for cracked and uncracked sections.
On smaller buildings, I've seen engineers just run RISA wall panels elements, discretized to get tensile forces for rebar.
But does anyone have other methods they would recommend?
Anyone attempt to use SAP?
But even with SAP, that program does not capture SLENDER wall buckling? Any thoughts? I know the code had a Lu/16 requirement at one point, but there are plenty of 30 ft warehouse walls that use 6" concrete panels?
What's the good word on SLENDER walls? (for in-plane forces)
Thanks,
SeattleMike
Hi All,
So, typically, I've seen engineers run ETABS linear(elastic) dynamic analysis of Concrete Shear Walls, with ACI effective stiffnesses for cracked and uncracked sections.
On smaller buildings, I've seen engineers just run RISA wall panels elements, discretized to get tensile forces for rebar.
But does anyone have other methods they would recommend?
Anyone attempt to use SAP?
But even with SAP, that program does not capture SLENDER wall buckling? Any thoughts? I know the code had a Lu/16 requirement at one point, but there are plenty of 30 ft warehouse walls that use 6" concrete panels?
What's the good word on SLENDER walls? (for in-plane forces)
Thanks,
SeattleMike