The spline finite point method for bending analysis of thin slab is introduced in the paper.
采用样条有限点法和截面内力塑性系数法对薄壁曲线箱梁的弹塑性问题进行了求解。
A computer method is presented in this paper for the bending analysis of unbonded prestressed concrete structures after cracking.
本文建立了无粘结预应力混凝土结构开裂后弯曲计算的计算机方法。
According to the engineering theory of plastic bending, the elastoplastic bending analysis of a beam is conducted using differential quadrature method.
根据梁塑性弯曲的工程理论，采用微分求积法进行了梁的弹塑性平面弯曲分析。
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