Martino8
Structural
- May 27, 2021
- 20
Wondering if we should spend some time looking at vibrations on this project
It's 5 levels of wood framed apartments over 3 levels of PT conrete two way slabs.
We're curious if vibrations created from the parking use on the lowest two levels could potentialy transmit upward, through the top concrete "podium" level and into the living space above.
My initial thinking was that a two-way PT system (columns spaced less than 28 feet) should create a lot less vibration compared with other garage systems (say 60ft precast or steel beams).
Any thoughts, past experience, or vibration analysis recommendations?
Thanks everyone
It's 5 levels of wood framed apartments over 3 levels of PT conrete two way slabs.
We're curious if vibrations created from the parking use on the lowest two levels could potentialy transmit upward, through the top concrete "podium" level and into the living space above.
My initial thinking was that a two-way PT system (columns spaced less than 28 feet) should create a lot less vibration compared with other garage systems (say 60ft precast or steel beams).
Any thoughts, past experience, or vibration analysis recommendations?
Thanks everyone