然后,利用矩阵递推方法,求出多层横观各向同性地基在表面荷载作用下位移和应力的一般表达式。
With the matrices recurrence method the analytical formulas to study the displacement and stresses of transversely isotropic layers, subjected to surface loading are derived.
主塔基础采用分离式承台钻孔桩基础,两承台设横系梁连接,系梁为预应力混凝土结构。
The foundation of the pylon is composed of bored piles and separate pile caps connected with prestressed concrete tie beams.
当韧性材料被测试时,由于颈缩使横载截面面积减小,以至在受力没有增加的情况下引起应力的增加,以保证延伸继续如常进行。
When a ductile material is tested, the reduction in cross-sectional area due to waisting causes an increased stress without an increased force, to ensure that extension proceeds uniformly.
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