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 ,导出支座上部墙体与托梁连接处应力的分布 ,并通过有限单元法归纳出两跨连续墙梁中支座与边支座反力的关系。
The elastic mechanics methods were applied for the study of continuous wall beams under evenly distributed load,The stress distribution of interface is deduced and the reactions between supports are found by finite element method.
出处
《土工基础》
2000年第4期32-34,31,共4页
Soil Engineering and Foundation
