三维极限分析为计算刚性桩横向承载力提供了一种简便有效的方法。
The three-dimensional limit analysis provides a simple and effective computing method for the lateral bearing capacity of rigid piles.
根据多梁式斜梁桥结构及其横向受力特点，提出了“弹性支承刚性横梁法”进行跨中荷载横向分布的计算。
The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.
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