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.
密肋墙板结构作为一种新兴的结构体系，有着良好的受力和抗震性能，有广阔的应用和推广前景。
As a new system of structure, Multi-Ribbed Composite Slab structure is characterized by excellent mechanical and resisting earthquake force capacity.
密肋复合墙体作为密肋壁板结构的主要受力构件，其受力特性、构造处理和连接方式比较复杂。
Being main bearing members of a multi_ribbed slab structure, the forced characteristics, tectonic measures and connections of a multi_ribbed composite wall are complex.
结合课题组前期研究成果，对框支密肋壁板结构墙梁的计算方法进行研究。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper.
本文在总结已有大跨度楼板结构形式的基础上，对低肋大跨度楼板这种新型的楼板体系进行了非线性分析。
On the basis of summarizing the existing large-span slab structure forms, this article made a nonlinear finite-element analysis for the large span board.
密肋复合墙体是密肋壁板结构的主要受力构件。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
密肋复合墙体是密肋壁板结构的主要受力构件。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
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