摘要
文中主要对近年来钢管混凝土板柱刚接节点构造形式进行了总结,提出了刚接节点目前存在节点部位受力不明确,加设梁的截面较大,占用空间等问题,并对这些问题提出了解决方法。
The structural form of steel pipe slab-column connections is summarized in this paper.But the stress around the connections is still uncertain,and the section of beams connecting to the connection is usually large.For the questions above,the solutions are given.
出处
《河北工程技术高等专科学校学报》
2011年第2期30-32,共3页
Journal of Hebei Engineering and Technical College Quarterly
关键词
钢管混凝土
板柱节点
抗震性能
steel pipe concrete
slab-column connections
seismic performance
