摘要
发展了带边梁角支矩形板的简化分析方法，并提出了考虑计及边粱刚度的剪力传递矩阵的实用计算公式，分析了典型算例，并与有限元及其它方法进行了比较，验证了本文方法的精度和有效性．
The simplified analysis of the rectangular plates with edge beams supported at corners is developed. For convenience of engineering purpose,practical formulae for the shear force carry-overmatrlxes taking account of the rigidity of the edge beam are suggested and then the computing time is decreaced greatly,Some typical numerical exan1ples are given and the results are compared with thoseof other methods to show the validity and accuracy of present method.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第3期28-34,共7页
Journal of Southeast University：Natural Science Edition
基金
国家自然科学基金
关键词
矩形板
结构力学
结构分析
analysis of plate
rectangular plate
simplified analysis
