This paper proposes an application method of the seismic deformation method for pile top seismic isolation buildings. In this paper, the bending moments of the piles are compared with earthquake response analyses and the conventional seismic deformation method, and some problems are revealed in the conventional method. As a result of examining the causes of problems, we propose the static analytical models and an application method of the seismic deformation method for pile top seismic isolation buildings. In addition, the validity of the proposed application method is clarified by comparison with earthquake response analyses.
|Number of pages||11|
|Journal||Journal of Structural and Construction Engineering|
|Publication status||Published - Jan 2018|
All Science Journal Classification (ASJC) codes
- Building and Construction