水平剪应力
however, not enough attention has been paid to the horizontal shear stress introduced by stone columns in previous studies.
对水平剪应力分担情况的研究相对较少碎石桩复合地基抗液化效果判别方法的研究还有待深入。
For general reinforced concrete foundation, there is larger horizontal shear stress when the incident angle of P_1 wave is between 30 ° and 50 °;
对于通常的钢筋混凝土建筑,当P1波入射角为30°~50°时,基础容易产生较大的水平剪应力;
It produces a considerably large ex-Tensional force in the upper part of the crust and a horizontal shear stress in the middle and lower parts of the crust at the same time.
它能够在地壳上部产生足够大的伸张应力场,同时在地壳中部或下部产生水平切应力场。
A Simplified Method for Evaluating Equivalent Seismic Coefficient and Max. Amplitude of Horizontal Shear Stress in Earth Dams during Earthquakes
土坝等价地震系数和水平剪应力最大幅值的简化计算
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