sybie99
Structural
- Sep 18, 2009
- 150
Hi guys,
I have a structure, basically a mixture of concrete and steel support frame, with a motor on top. I want to determine whether the structure is safe and has the capacity to carry the motor and the vibrations it will create. Now, I am a bit confused on the basic procedure and what exactly I am trying to determine. Firstly, I know I must calculate the natural frequency of the structure for a number of modal shapes. This I do by using the selfweight of the structure and motor only.
Now once I have determined this, I apply the dynamic load, in this case it is point loads (forces) at the motor bearings, and I input into the software programme the rpm or frequency of the load.
Now, this is where I get lost, having done the above, what do I consider next. I understand the natural frequency of the structure must be out of range of the operating frequency of the motor to prevent resonance. For the case where I apply the dynamic load, must I look at induced stresses, what about the frame's response to the harmonic loading? How do I check the response, what is meant by response and what must I look out for in the results.
I know that for some this is very basic engineering, but I have never really looked at this type of case and am not in an office where anyone can assist.
Hope someone hcan guide me through the procedure.
Thanks
I have a structure, basically a mixture of concrete and steel support frame, with a motor on top. I want to determine whether the structure is safe and has the capacity to carry the motor and the vibrations it will create. Now, I am a bit confused on the basic procedure and what exactly I am trying to determine. Firstly, I know I must calculate the natural frequency of the structure for a number of modal shapes. This I do by using the selfweight of the structure and motor only.
Now once I have determined this, I apply the dynamic load, in this case it is point loads (forces) at the motor bearings, and I input into the software programme the rpm or frequency of the load.
Now, this is where I get lost, having done the above, what do I consider next. I understand the natural frequency of the structure must be out of range of the operating frequency of the motor to prevent resonance. For the case where I apply the dynamic load, must I look at induced stresses, what about the frame's response to the harmonic loading? How do I check the response, what is meant by response and what must I look out for in the results.
I know that for some this is very basic engineering, but I have never really looked at this type of case and am not in an office where anyone can assist.
Hope someone hcan guide me through the procedure.
Thanks