In dynamic soil-structure interaction of building structures, the sway of the foundation and the rocking on ground, during earthquakes, are usually analyzed. Therefore, in this paper, assuming a restoring force - displacement characteristics for rocking, time history analysis of rocking in the damped free motion are carried out, with the comparison of the experimental results. When the stiffness is negative, these complementary functions are the hyperbolic functions. The damping ratio h are real numbers or imaginary numbers according to the angular frequency ω.
抄録全体を表示