摘要
以采用广义力法的弹性解为基础,本文获得了在矩形局部均载下无梁板的内力与挠度的封闭形式的非线性近似解.并用模型试验结果验证了本文方法和计算公式的精度和适用性.
Based on the elastic analysis by use of the generalized force method, this paper gives a closed nonlinear approximate solution of flat slab under rectangular loccally distributed uniform load.The precision and applicability of the method and formulas suggested in this paper have been verified by model test.
出处
《土木工程学报》
EI
CSCD
北大核心
1994年第4期54-62,共9页
China Civil Engineering Journal
基金
国家自然科学基金资助项目
