The steel wall frames with cold-formed thin-walled studs (U- or C-sections) are more commonly utilised in the construction of low-rise buildings.
由冷弯薄壁型钢墙体立柱(U形或C形截面)组成的墙架体系在低层住宅建筑中的应用越来越广泛,然而对于其中墙体立柱的承载力性能的研究目前还不够充分,设计规范中相关的条文还不够成熟。
Based on the experimental researches,the characteristic behavior of slab and wall frame with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
进行了无粘结预应力板墙框架的反复荷载试验 ,对无粘结预应力板墙框架的工作特性、无粘结预应力筋在水平荷载下的变化规律进行了分析。