Because the intervals of two side girders are relatively large in the beam-and-slab composite structure, the problem of shear lag effect can not be neglected.
由于肋板结构中两个边主梁的间距较大，剪力滞效应是个不可忽视的问题。
参考来源 - 预应力混凝土斜拉桥剪力滞效应研究·2,447,543篇论文数据，部分数据来源于NoteExpress
阐明了密肋壁板结构这一新型建筑结构体系的发展前景及产业化的可行性。
The prospect and industrialization feasibility of Multi-ribbed Slab Structure System is described, which is a new type of structural system.
给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。
Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.
同时，对高腹板结构设计进行了研究，对竖向与水平加劲肋的刚度及稳定性进行了计算分析。
At the same time, the high web structure was researched, and the deformation and stability of the vertical and level stiffener was analyzed.
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