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。
The ribbed slab floors with shallow beams has thin floor and small beams but can provide large bearing capacity.
密肋楼盖结构楼板薄、梁小，而承载力却较大。
The prospect and industrialization feasibility of Multi-ribbed Slab Structure System is described, which is a new type of structural system.
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。
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.
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。
On the basis of previous study, this paper presents a research on the aseismic performance and design theory of multi-ribbed slab wall, which is the main bearing member of a new structure.
结合课题组前期的研究成果，就一种新型结构的主要受力构件——密肋复合墙体的抗震性能及设计理论进行研究。
The structural behavior of cellular voided slab was analyzed by finite element method, difference between cellular voided slab and ribbed or waffle slab was pointed out.
采用有限元法对比分析了蜂窝式空心板的受力特点，指出了蜂窝式空心板与密肋楼板和井式楼板受力机理的不同。
As a new system of structure, Multi-Ribbed Composite Slab structure is characterized by excellent mechanical and resisting earthquake force capacity.
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。
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