摘要
本文采用非线性有限元法，分析了带洞口的连续墙梁。利用正交设计规定参数的搭配。计算了十六个例子，从而得出墙梁的受力规律。
In this paper, nonlinear FEM is used to analyst Continuous wall Beam with Protal.Based on crosscut design method, 16 numerical examples are calculated to find out the mechanics regularity of wall beams.
出处
《安徽建筑工业学院学报（自然科学版）》
1994年第1期17-21,共5页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
连续梁
墙梁
非线性
正交设计
continuous beam, wall beam, Nonlinear prolem, crosscut design
