摘要
本文应用弹性力学方法对均布荷载作用下的连续墙梁进行了研究 ,推导出支座上部墙体与托梁连接处应力的分布 。
The elastic mechanics methods were applied to the study of continuous wall-beams under evenly distributed load in this paper.We have deduced the stress distribution of interface, and gotten the relation of reactive forces of supports by using finite element method.
出处
《塔里木农垦大学学报》
2001年第1期20-24,共5页
Journal of Tarim University of Agricultural Reclamation