摘要
本文通过工程试验，研究了冷轧扭钢筋混凝土结构的受力性能，验证了这种钢材用于非预应力结构的可能性。此外，通过试验对其用于键式叠合大楼板提出了建议。
Based on engineering experiments the structural properties of RC structures with cold-rolled and twisted bars have been studied and design proposals for concrete composite slabs of key way with cold-rolled and twisted bars have been suggested
出处
《建筑科学》
1996年第4期12-18,共7页
Building Science
