钢筋混凝土柱-钢梁组合框架节点研究进展  

Overview of the Research on Connections in Composite Frames Consisting of Reinforced Concrete Columns and Steel Beams

作　　者：门进杰[1,2] 史庆轩[1] 周琦[1] 

机构地区：[1]西安建筑科技大学土木工程学院,西安710055 [2]西安建筑科技大学教育部结构与抗震重点实验室,西安710055

出　　处：《结构工程师》2012年第1期153-158,共6页Structural Engineers

基　　金：国家自然科学基金青年科学基金(51008244);陕西省教育厅专项科研基金(2010JK636)

摘　　要：钢筋混凝土柱-钢梁(RCS)组合框架是一种新型组合结构体系,它充分地利用和发挥了钢和钢筋混凝土构件各自的优点,是一种低成本、高效率的结构形式。系统地介绍了RCS组合节点和组合框架的研究和应用背景,阐述了RCS组合节点和组合框架的国内外研究现状,重点评述了RCS组合节点的试验研究和数值模拟研究两个方面的进展情况,介绍了RCS组合节点的抗震性能。最后,指出了RCS组合框架结构研究存在的问题和今后的发展趋势。Frames consisting of reinforced concrete columns and steel beams （RCS） is a new type of composite structures. It provides several advantages over conventional steel and concrete moment resisting frames with lower cost and more efficient in both design and construction stages. Background of the research and applica- tion of the RCS composite joints and composite frames was overviewed detailedly in this paper. Then the research evolution of the RCS composite joints including experimental research and numerical simulation in A- merica, Japan and China was described in detail. Also the seismic behavior of the RCS composite joint was introduced based on the result of experimental research and numerical simulation. Finally some existing problems and the development directions of research on RCS framing systems in the future were pointed out.

关 键 词：钢筋混凝土柱-钢梁 组合结构 组合节点 RCS组合框架 

分 类 号：TU398.9[建筑科学—结构工程]