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。
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。
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。
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