摘要
就节点区采用普通混凝土的十字形异形柱与采用高强混凝土的十字形异形柱分别进行有限元模拟,对比分析节点区采用不同混凝土后构件承载力提升的效果,得出使用高强混凝土的节点承载力比普通混凝土节点高的结论。
The paper makes finite simulation on common concrete crossform special shaped columns＇ joint and high-strength concrete crossform special shaped columns＇ joint, compares the loading capacity of them, and then makes the conclusion that the loading capacity of high-strength concrete cros.sform special shaped columns＇ joint is stronger than the common one.
出处
《山西建筑》
2009年第20期63-64,共2页
Shanxi Architecture
关键词
高强混凝土
节点
抗拉强度
极限承载力
high-strength concrete, joint, tensile strength, limit loading capacity
