我们采用许用应力法设计，后计算变形，再用垫尖起拱抵消浇筑变形，并配套有效地控制裂缝的浇筑方法。
It is suggested that the load form should be designed by using permissible stress method and the calculation of deformation is carried out in this paper.
我们采用许用应力法设计，后计算变形，再用垫尖起拱抵消浇筑变形，并配套有效地控制裂缝的浇筑方法。
It is suggested that the load form should be designed by using permissible stress method and the calculation of deformation is carried out in this paper.
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