摘要
叠合板是工业化建筑体系中应用最为广泛的楼面结构体系,叠合板的设计通常按照叠合方式按双向或单向板进行设计,很少关注由单向预制拼板加后浇叠合层所形成的叠合板的设计。本文在理论分析的基础上,提出了单向预制拼板叠合双向板的两阶段设计方法,即在正常使用状态下按照双向楼板设计,在极限承载能力状态下按照单向楼板设计;并通过足尺构件的试验验证了本方法的可靠性。
The composite slab is designed with two-way slab or one-way slab by loading. It isn＇t attention that composite slab of transforming single way force into two-way force. The paper put forward two-stage design method by analysis of the composite slab. This method is that on ultimate limit state design and serviceability limit state design. The composite slab transforming single way force into two-way force. The test is the reliability of this method.
出处
《四川建筑科学研究》
北大核心
2015年第2期6-8,13,共4页
Sichuan Building Science
