摘要
钢管结构以其特有的优势在大跨度建筑中和高层建筑中得到广泛的应用,而圆钢管相贯节点是其中最普遍的节点形式。本文对圆钢管相贯节点的类型及其静力性能的研究方法进行了介绍,简述了目前国内外对其承载性能的研究进展,指出了存在的不足和需要解决的问题。
Steel tubular structures are widely used in long span public structures and high-rise buildings for their unique advantages,and CHS tubular welded joints are the most common forms in the steel tubular structural joints. The classification of CHS tubular welded joints and research method on their static behavior are introduced,and research progresses on the static behavior of tubular joints are reviewed. Although significant progresses have been made,there are still some issues that need to be addressed.
出处
《四川建筑科学研究》
北大核心
2015年第5期8-12,共5页
Sichuan Building Science
关键词
圆钢管相贯节点
静力性能
研究方法
极限承载力
CHS tubular welded joints
static behavior
research method
ultimate capacity
