摘要
本文在常用平面杆系结构实用分析方法的基础上,通过不断对单元刚度及结构刚度的修正,逐步逼近真实内力和变形。与其它方法相比,本文方法简便实用、准确可靠.与试验结果吻合程度较好。
Based on the commonly used plane frame structure analysis method, the nonline behavior of material is considered. By continously verifying the elements stiffness and the stiffness matix of structure, the real internal force and deflection of RC or PPC hyperstatic structure are pressed on. As compared with other methods, this approach has the advantages of being concise in theory, simple and convenient for implementation, and satisfactorily correspond with the tested results.
出处
《兰州铁道学院学报》
1995年第1期46-53,共8页
Journal of Lanzhou Railway University