"the model is cantilever pier of bridge a hummer impact was applied at the top of the pier to get the free vibration response"
thank you very much
If your load is hammer, how do you want to get free vibration responses?
Free vibration means frequency responses or modal frequency without external load
Hammer impact is transient or explicit dynamic analysis.
I suggest use ansys workbench and explicit dynamic, in this part i can help
The experiment in Japan is calibrated. We want a free vibration response due to Hammer impact is transient and initial velocity or transition occurs,
best regards,
hala
Does it aim hammer impacts on dam?
Please share me that paper
OK
sorry ,I send File error
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