以四边简支和平夹的正方形板为例进行了计算和分析。
For example, a square plate with four edges simply supported and clamped have been calculated and analyzed.
并给出了一对边有转动弹性约束,另两边有横向弹性约束的正方形板的数值结果。
Numerical results are presented for the rectangular plates with two opposite edges elastically restrained a-gainst transtation and the others elastically restrained against rotation.
该文基于统一强度理论对钢纤维混凝土方形板的冲切承载力进行了理论分析,推导了冲切破坏强度的计算公式。
A simple analytical model is presented to predict the ultimate punching shear strength of square steel fiber concrete slab.
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