首页 | 本学科首页   官方微博 | 高级检索  
     

轻型钢框架结构的抗震性能试验研究
引用本文:贾连光,许峰,张绍武,郑永会,尹晓东.轻型钢框架结构的抗震性能试验研究[J].工业建筑,2005,35(10):64-68.
作者姓名:贾连光  许峰  张绍武  郑永会  尹晓东
作者单位:沈阳建筑大学,土木工程学院,沈阳,110168;中外合资鞍山东方彩板有限公司,鞍山,114001
基金项目:建设部2002年科技攻关课题.
摘    要:为研究利用柱屈曲后强度的轻钢框架的抗震性能,对两榀平面轻钢框架进行了低周往复荷载试验,在介绍了试验情况的同时,对试验现象和试验结果进行了分析。

关 键 词:轻钢框架  屈曲后强度  抗震性能
收稿时间:04 20 2005 12:00AM
修稿时间:2005年4月20日

EXPERIMENTAL STUDY ON ASEISMATIC PROPERTY OF LIGHTWEIGHT STEEL FRAME
Jia Lianguang,Xu Feng,Zhang Shaowu,Zheng Yonghui,Yin Xiaodong.EXPERIMENTAL STUDY ON ASEISMATIC PROPERTY OF LIGHTWEIGHT STEEL FRAME[J].Industrial Construction,2005,35(10):64-68.
Authors:Jia Lianguang  Xu Feng  Zhang Shaowu  Zheng Yonghui  Yin Xiaodong
Affiliation:Department of Civil Engineering, Shenyang Architecture University Shenyang 110168;Anshan East Colour Precoated Steel Co., Ltd Anshan 114001
Abstract:In order to study the aseismatic property of the lightweight steel frame utilizing post-buckling strength of column web, two plane steel frames were tested under low-cycle repetitive loadings. The contents of the test were reported and the phenomena and results of the tests were also analyzed.
Keywords:lightweight steel frame post-buckling strength aseismatic property
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号