论文部分内容阅读
高墩在纵向水平地震力作用下产生水平位移，引起重力荷载偏心，墩内将引起二次内力和变位，本文提出考虑此偏心效应的地震反应分析方法。
The high pier produces horizontal displacement under longitudinal horizontal seismic force, causing gravity load to be eccentric, causing secondary internal forces and displacements in the pier. In this paper, an earthquake response analysis method considering this eccentricity effect is proposed.