earticle

영어

The random dynamic forces experienced by structure due to wind are caused primarily by the turbulence in the approaching flow and motion of the structure. In the paper, fluctuating wind velocity for time history analysis are simulated by multi-dimensional random processes using KBC2016 spectrum about along-wind direction and across-wind direction. This paper analyzed and obtained the dynamic response for structures modeled multistory two-way unsymmetric system. The numerical results, obtained by the Newmark-β method, shows the time-history responses and trends of maximum accelerations and displacements by applying various core position. In the paper, the values of dynamic reponse to considering the effect of core position.