弯曲极限强度
And then, the influence to the ultimate bearing capacity of each type of platform was researched by comparing the reserve strength factor between the defective and intact platform.
通过比较损伤平台与完好平台的强度储备系数,分析各种损伤类型对平台极限承载能力的影响。
The double-shear unified strength theory is used to derive the formula of the Terzaghi ′ s ultimate bearing capacity of foundation. The influence curves of the coefficient b are drawn.
采用双剪统一强度理论,导出了太沙基地基极限承载力公式,绘出了强度理论参数b的影响曲线。
And the method to determine the bearing capacity of specimen was discussed while the theoretical ultimate strength of each specimen was obtained by this method.
讨论了确定试验构件承载力的方法,并以此得出了各个构件的标准承载力。
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