摘要
针对高耸结构在水平荷载和竖向荷载同时作用下水平变位的计算问题,提出了用能量法进行伸臂柱P-Δ效应分析的方法,并利用能量法推导出水平荷载和竖向荷载下伸臂柱柱顶位移的计算公式。与其它方法的比较表明,分析承受复杂荷载的高耸结构的P-Δ效应,能量法是一种有效的方法。
A method of P-Δ effect analysis was proposed by energy method for analyzing large lateral displacements of skyscraping structures under the action of both horizontal and vertical loads.The formula for calculating the displacement of a bending cantilever column under both horizontal and vertical loads was deduced by using energy method.Comparing with other means,the energy method was effective to analyze the P-Δ effects of the skyscraping structures under complex loads.
出处
《武汉理工大学学报》
EI
CAS
CSCD
北大核心
2008年第4期88-90,共3页
Journal of Wuhan University of Technology
关键词
高耸结构
P-Δ效应
能量法
精确方法
skyscraping structure
P-Δ effect
energy method
accurate method