Lateral Seismic Loading
Lateral Seismic Loading
(OP)
What is the theory behind energy dissipation between a flexible structure vs. a stiffened structure in regards to seismic design? How does this theory apply to a statically loaded system (flexible vs. stiffened structure).






RE: Lateral Seismic Loading
In terms of building stiffness, it is my understanding that a stiffer building has a shorter period, and therefore is subject to higher accelerations and therefore higher forces from an earthquake.
Like I said, I am no seismic expert but these are my general understandings. Usually, my buildings are in low seismic areas.