摘要
本文的统一解法可以解决四边支承的矩形板在任意荷载作用下的弯曲．这种解法沟通了纳维叶解与李维解法的内在联系，并解释了经典解法存在局限性的原因．这种求解方法思路清晰，收敛速度快，计算精度高，适用范围广。
Using the unified method in this paper, bend.ing solution of rectangular plates withfour edges supported can be derived cuder arbitrny load. The method can unite the Naviersolution and LeVy solution and eXPlain why these classic solutions are limited. The presentmethod has the advantage of simplicity, rapid convergellce, high accuracy and wide applicability.
出处
《工程力学》
EI
CSCD
北大核心
1999年第3期90-99,80,共11页
Engineering Mechanics
基金
河南省自然科学基金
