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Volume 35 Issue 10
Dec.  2014
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Article Contents
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. doi: 10.13204/j.gyjz200510020
Citation: 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. doi: 10.13204/j.gyjz200510020

EXPERIMENTAL STUDY ON ASEISMATIC PROPERTY OF LIGHTWEIGHT STEEL FRAME

doi: 10.13204/j.gyjz200510020
  • Received Date: 2005-04-20
  • Publish Date: 2005-10-20
  • 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.
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  • [2] Xiang Y, ASCE M. Exact Solutions for Buckling of Multispan Rectangular Plates. Journal of Engineering Mechanics, 2003(2):181~187;
    Cheng Yu, Benjiamin W Schafer. Local Buckling Tests on Cold-Formed Steel Beams. Journal of Structural Engineering, ASCE,2003(11):1 596~1 606;
    [3] Kim K D, Park T, Voyiadjis G Z. Post-Buckling Analysis of Composite Panels with Imperfection Damage. Computational Mechanics,1998,22:375~387;
    [4] 陈绍蕃.Ⅰ形截面构件腹板屈曲后强度利用.建筑结构,1998,22(8);
    [5] 丁阳,韩庆华,尹越,等.焊接工字梁腹板屈曲后强度的利用.建筑结构,1999(6);
    [6] 程鹏,童根树.考虑腹板局部屈曲的薄壁工形截面压弯强度简化计算.建筑结构,2001,31(6):10~13;
    [7] 陈以一,周锋,陈城.宽肢薄腹H形截面钢柱的滞回性能.世界地震工程,2002,18(4);
    [8] 贾连光,张绍武,董富军,等.利用柱腹板屈曲后强度的钢框架节点板域抗震性能的试验研究.地震工程与工程震动,2002,22(4);
    [9] 陈绍蕃.钢结构稳定设计指南.北京:中国建筑工业出版社,1996.145~171;
    [10] 王珊,蔚洪潮,宗鑫.钢框架变形分析--考虑节点板域剪切变形影响.北方工业大学学报,1995,7(3):88~96;
    [11] 李国强,沈祖炎.钢结构框架体系弹性及弹塑性分析与计算理论.上海:上海科学技术出版社,1998;
    [12] 陈惠发.钢框架稳定设计.周绥平译.上海:世界图书出版公司,2001;
    [13] 牛海清,牛召泉.钢框架结构的二阶效应分析.工程力学,2001(增刊):691~695
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