摘要
本论文通过PKPM结构电算软件和有限元ANSYS分析软件,对五层异型柱框架结构进行地震作用下的计算,从而得出在不同结构软件分析下,结构的内力和位移有何区别。
In this paper,the structure through the PKPM computing software and finite element analysis software ANSYS,special-shaped columns of six-frame structures under seismic calculations,so as to come in different structured software analysis,the structure of the difference between internal forces and displacement.
出处
《福建建筑》
2010年第6期53-55,共3页
Fujian Architecture & Construction
