Rased on the experimental researches, the characteristic behavior of slab and wall structure with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
通过低周往复水平荷载试验，对无粘结预应力板墙结构的工作特性，以及无粘结预应力筋在水平荷载下的变化规律进行了分析。
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.
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。
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。
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