Journal of Shanghai Jiao Tong University ›› 2016, Vol. 50 ›› Issue (03): 357-363.
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QIU Jieyaoa,LI Guoqianga,b
Received:2015-04-08
Online:2016-03-28
Published:2016-03-28
CLC Number:
QIU Jieyaoa, LI Guoqianga, b. Elastic Shear Buckling of Corrugated Web Girders with Circular Opening[J]. Journal of Shanghai Jiao Tong University, 2016, 50(03): 357-363.
| 1］李波. 带孔钢梁承载力研究［D］. 上海：同济大学土木工程学院, 2005. ［2］KIYMAZ G, COSKUN E, COSGUN C, et al. Transverse load carrying capacity of sinusoidally corrugated steel web beams with web openings ［J］. Steel and Composite Structures, 2010, 10(1): 6985. ［3］张旭乔, 郭彦林, 姜子钦. 腹板开有圆孔的波浪腹板工形构件抗剪和抗弯承载力研究［J］. 工业建筑, 2012(7): 3744. ZHANG Xuqiao, GUO Yanlin, JIANG Ziqin. Shear and bendcarrying capacity of hshaped members with sinusoidal corrugated web with openings ［J］. Industrial Construction, 2012(7): 3744. ［4］ROMEJIN A, SARKHOSH R, DE HOOP H. Basic parametric study on corrugated web girders with cut outs［J］. Journal of Constructional Steel Research, 2009, 65(2): 395407. ［5］GALAMBOS T V. Guide to stability design criteria for metal structures ［M］. Hoboken: John Wiley & Sons, 1998. ［6］EASLEY J T. Buckling formulas for corrugated metal shear diaphragms ［J］. Journal of the Structural Division, 1975, 101(7): 14031417. ［7］CECS291: 2011, 波纹腹板钢结构技木规程［S］. ［8］陈骥. 钢结构稳定理论与设计 ［M］. 6版. 北京：科学出版社，2014. |
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