摘要
用U变换法分析具有周期性支承的薄壁箱形连续梁的组合扭转。连续梁的控制方程经U变换解耦后,建立了子结构规模的控制方程和边界条件;并结合具体载荷条件,给出了位移和内力相应的解析表达式。
The combination twisting of thin-walled box girder with periodic supports bas been analyzed by the U-transform method. The uncoupled governing equations with boundary conditions for single substructure can be derived using the U-transformation. Some specific loading conditions are considered. The angular displacements and bimoments have been derived.
出处
《中山大学学报(自然科学版)》
CAS
CSCD
1992年第3期8-15,共8页
Acta Scientiarum Naturalium Universitatis Sunyatseni
基金
国家自然科学基金