用本文的解还可以推出多种荷载作用下简支圆板的塑性极限荷载。
The plastic limit loads of simply supported circular plates under various loads can be obtained based on the present solution.
本文研究了理想刚塑性简支圆板在均布阶跃载荷作用下的塑性动力响应。
Dynamic plastic response of a simply supported circular plate made of a rigid - perfectly plastic material under uniformly step Loading is investigated in this paper.
最后由加权积分法给出均布载荷作用下周边固定和周边不动简支圆板的解析数值结果。
The analytical numerical results for circular plates of clamped and immovable simply supported edges, under uniform distributed load, are presented by using the method of weighted residuals.
采用双剪应力强度理论，考虑材料的拉压强度比，求解了简支圆板在爆炸冲击荷载波荷载作用下的动力响应问题。
The dynamic response of a simply supported circular plate under moderate impulsive loading is solved with the unified strength theory.
本文采用双剪统一屈服准则首次对受环形均布荷载作用下的简支圆板进行了塑性极限分析，得出了相应的统一解形式。
Then the yield conditions of the reinforced concrete plates with bilateral layout are derived employing the twin shear stress yield criterion.
求解了厚圆板在周边固支和简支条件下的对称与反对称的自由振动问题。
The symmetric and unti -symmetric free vibration problems of thick plate with the fixed and simple support edge conditions are solved.
求解了厚圆板在周边固支和简支条件下的对称与反对称的自由振动问题。
The symmetric and unti -symmetric free vibration problems of thick plate with the fixed and simple support edge conditions are solved.
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