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多层轻钢结构墙体的特征值屈曲分析 被引量:1

Eigenvalue Buckling Analysis of Multiple Story Light Steel Structure Wall
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摘要 建立冷弯型钢与热轧型钢组合的多层墙体有限元模型,采用有限元ANSYS软件进行特征值屈曲分析,尝试探讨该新型组合墙体在多层轻钢结构住宅中的运用。结果表明,该新型组合墙体的承载力相比以往的冷弯薄壁型钢组合墙体提高很多,将其用于多层住宅中是很好的墙体结构。 Finite element method to study the eigenvalue buckling analysis of the multiple story light steel structure wall by the combination of cold-formed steel and hot-rolled steel is adopted.Is attempts to investigate the possibility of the application of the combination of the new wall in the multi-story light steel structure residential buildings.The results indicate that the carrying capacity of the new combination wall compared to the previous combination of cold-formed steel wall to improve a lot,be used in multi-storey residential structure in a good wall.
机构地区 昆明理工大学
出处 《科学技术与工程》 2010年第34期8616-8619,共4页 Science Technology and Engineering
关键词 冷弯型钢 热轧型钢 特征值屈曲 有限元法 cold-formed steel hot-rolled steel eigenvalue buckling element method
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参考文献3

  • 1吴晓晖.薄壁冷弯型钢小桁架建筑体系[J].建设科技,2004(14):46-47. 被引量:9
  • 2何保康.冷弯薄壁型钢结构及冷弯薄壁型钢结构技术规范(GB50018-2002)修订介绍.西安:讲座,2004:33-49.
  • 3王新敏.ANSYS丁程结构数值分析.北京:人民交通出版社,2007.

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同被引文献5

  • 1周绪红,石宇,周天华,刘永健,周期石,狄谨,卢林枫.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14. 被引量:134
  • 2何保康,蒋路,姚行友,周天华,王彦敏.高强冷弯薄壁型钢卷边槽形截面轴压柱畸变屈曲试验研究[J].建筑结构学报,2006,27(3):10-17. 被引量:56
  • 3Schafer B W. Distortional buckling of cold-formed steel columns. American Iron and Steel Institute, Washington, DC, 2000.
  • 4Sehafer B W. Cold-formed steel behavior and design: analytical and numerical modding of elements and membem with longitudinal stiffers.Ph. D. dissertation, Cornell University, Ithaca, New York, 1997.
  • 5Schafer B W, adany S. Buckling analysis of cold-formed steel members using CUFSM: conventional and constrained finite strip methods. Eighteenth International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL. October 2006.

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