Unfortunately for you, seismic design entails making very flexible structures......especially at the joints.....those between column and beam, load-bearing wall and floor.
They are designed to move significantly......virtually like a hinge.
Structure-borne feedback in these conditions is almost a given.
I now understand your problems :^(
Air-borne feedback is very rarely a problem despite what you believe.
They are designed to move significantly......virtually like a hinge.
Structure-borne feedback in these conditions is almost a given.
I now understand your problems :^(
Air-borne feedback is very rarely a problem despite what you believe.