试验结果表明，支座边的裂缝严重削弱了板的承载力，降低了楼板的刚度，导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs considerably, lower their stiffness and induce the deflections of slabs beyond limit.
对各向同性、均布载荷及简支点等间距分布的简化情况计算了圆板的最大挠度。
The maximum deflection is calculated in case of isotropic, uniformly loaded circular plate and equidistant bearing points.
本又讨论了映象法，并利用映象法求解了板在集中载荷作用下的挠度。
This paper discussing the mirror photo method and finding the solution deflexion of the plates through mirrir photo method under the concentrate force.
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