[1]王会丽,李升才..蜂窝钢梁-混凝土柱组合节点抗震性能试验研究[J].郑州大学学报(工学版),2008,29(02):35-40.[doi:10.3969/j.issn.1671-6833.2008.02.009]
 Wang Huili,Li Shengcai.Experimental study on seismic performance of honeycomb steel beam-concrete column composite joint[J].Journal of Zhengzhou University (Engineering Science),2008,29(02):35-40.[doi:10.3969/j.issn.1671-6833.2008.02.009]
点击复制

蜂窝钢梁-混凝土柱组合节点抗震性能试验研究()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
29
期数:
2008年02期
页码:
35-40
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Experimental study on seismic performance of honeycomb steel beam-concrete column composite joint
作者:
王会丽李升才.
华侨大学,土木工程学院,福建,泉州,362021, 华侨大学,土木工程学院,福建,泉州,362021
Author(s):
Wang Huili; Li Shengcai
关键词:
蜂窝钢梁 焊接环式箍筋混凝土柱 组合节点 抗震性能
Keywords:
DOI:
10.3969/j.issn.1671-6833.2008.02.009
文献标志码:
A
摘要:
为了研究蜂窝铜梁-焊接环式箍筋混凝土柱节点的抗震性能,对4种不同连接形式的蜂窝钢梁-焊接环式箍筋混凝土柱的梁柱节点试件进行低周反复加栽的拟静力试验,分析了其节点在模拟地震作用下的破坏形态、承载力、延性、滞回特性等,初步探讨了蜂窝钢梁-焊接环式箍筋混凝土柱的抗震性能.试验结果表明:合理的蜂窝钢梁-焊接环式箍筋混凝土柱节点能满足抗震工程实践要求,并通过不同连接形式节点的受力性能分析对比,最终得出符合抗震设计要求的组合节点连接形式.
Abstract:
In order to study the seismic performance of honeycomb copper beam-welded ring stirrup concrete column joints, the quasi-static test of beam and column joints of four different connection forms of honeycomb steel beam-welded ring stirrup concrete columns was subjected to low-cycle repeated planting, and the failure form, bearing capacity, ductility and hysteresis characteristics of their joints under simulated earthquake action were analyzed, and the seismic performance of honeycomb steel beam-welded ring stirrup concrete columns was preliminarily discussed. The test results show that the reasonable honeycomb steel beam-welded ring stirrup concrete column joint can meet the practical requirements of seismic engineering, and through the analysis and comparison of the force performance of nodes in different connection forms, the combined joint connection form that meets the requirements of seismic design is finally obtained.

更新日期/Last Update: 1900-01-01