H形钢梁与钢管柱隔板贯通式连接节点抗震性能试验

针对隔板贯通式柱梁连接节点进行了滞回性能试验。试验考察参数有方钢管与圆钢管、隔板贯通形式与内隔板形式、隔板挑出长度、柱上有无轴力等,并对隔板贯通式节点的构造进行了探讨。研究表明,这类节点可以满足现行抗震设计规范的相关要求。...

Saved in:

Bibliographic Details
Main Authors:	陈以一, 李刚, 庄磊, 黄明鑫, 李洁
Format:	Article
Language:	zho
Published:	Editorial Department of Progress in Steel Building Structures, Tongji University 2006-01-01
Series:	Jianzhu Gangjiegou Jinzhan
Subjects:	钢框架隔板贯通式节点试验研究滞回性能连接构造
Online Access:	http://steelpro.tongji.edu.cn/thesisDetails?columnId=40760643&Fpath=home&index=0
Tags:	Add Tag No Tags, Be the first to tag this record!

Internet