期刊文献+

蒸压纤维水泥板覆面轻钢龙骨式复合墙体抗剪性能试验研究 被引量:17

Experimental study on shear performance of CCA-sheathed light-gauge steel framing walls
原文传递
导出
摘要 为研究采用蒸压无石棉纤维素纤维水泥板(CCA板)覆面的轻钢龙骨式复合墙体的抗剪性能,进行了13片足尺墙体的水平单调加载和低周反复加载试验。试验结果表明,采用CCA板覆面轻钢龙骨式复合墙体的破坏主要表现为自攻螺钉连接处的CCA板拉裂或者螺钉拔出,最终CCA板失去传递剪力的能力而破坏,轻钢龙骨未发生明显破坏。基于试验结果,得到了各类CCA板覆面墙体的屈服荷载、最大荷载、破坏荷载以及位移延性系数等性能指标。最后,分析了CCA板厚度、密度以及加载方式对轻钢龙骨式复合墙体受剪性能的影响,并与OSB板、石膏板覆面墙体进行了比较。 In order to study the shear performance of cellulose fiber cement sheet autoclaved (CCA) -sheathed light- gauge steel framing walls, full scale model test was carried out for 13 specimens under monotonic and cyclic horizontal loading. It is shown that the main failure modes of the test specimens are local fragmentation of CCA boards or pulling- out of self-drilling screws resulting in the failure of CCA boards, while the steel studs keep well without obvious damages. Based on the test data, the shear performance indexes of wall panels, such as yield load, maximum load, failure load and ductility factor, were calculated. Finally, the influence of the thickness and density of CCA boards and the loading way on the shear performance of the walls were studied, and compared with those of the walls sheathed with OSB and gypsum boards.
出处 《建筑结构学报》 EI CAS CSCD 北大核心 2015年第9期151-157,共7页 Journal of Building Structures
基金 国家"十二五"科技支撑计划(2012BAJ13B02)
关键词 蒸压纤维水泥板 轻钢龙骨式复合墙体 拟静力试验 受剪性能 屈服荷载 延性系数 cellulose fiber cement sheet autoclaved (CCA) board light-gauge steel framing wall quasi-static test shear performance yield load ductility factor
  • 相关文献

参考文献5

  • 1Serrette R, Kehinde O. Shear resistance of gypsum- sheathed light-gauge steel stud walls [ J 1- Journal of Structural Engineering, ASCE, 1996, 122 ( 4 ) : 383-389.
  • 2Serrette R,Hall G, Nguyen H. Dynamic performance of light gauge steel framed shear walls [ C ] // Proceedings of the 13th International Specialty Conference on Cold- Formed Steel Structures. St. Louis, USA : University of Missouri-Rolla, 1996 : 487-498.
  • 3周天华,石宇,何保康,杨家骥,杨朋飞.冷弯型钢组合墙体抗剪承载力试验研究[J].西安建筑科技大学学报(自然科学版),2006,38(1):83-88. 被引量:60
  • 4$213-07 Standard for cold-formed steel framing: lateral design[ S]. Washington DC: American Iron and Steel Institute, 2004.
  • 5JGJ227-2011低层冷弯薄壁型钢房屋建筑技术规程[s].北京:中国建筑工业出版社,2011.

二级参考文献6

  • 1JGJ101-96.建筑抗震试验方法规程[S].[S].,..
  • 2REYNAUD S,KEHINDE O. Shear Resistance of Gypsum-Sheathed Light-Gauge Steel Stud Walls[J]. Journal of Structural Engineering, 1996,122 (4) : 383-389.
  • 3EMAD F G, ADRIAN M C, COLIN F D, Lateral Behavior of Plasterboard-Clad Residential Steel Frames[J],Journal of Structural Engineering, 1999,125(1): 32-39.
  • 4LEE Y K, THOMAS H M. Limiting Heights for Gypsum-Sheathed, Cold-Formed Steel Wall Studs [J]. Practice Periodical on Structural Design and Construction, 2001,6(2):83-89.
  • 5LIEW Y L, GAD E F, DUFFIELD C F. Development of Test Method for Determining Plasterboard Bracing Performance [J]. Journal of Structural Engineering, 2004,130 ( 7 ):1108-1116.
  • 6何保康 郭丽峰 周天华 等.轻钢密立柱墙体抗剪性能试验研究.建筑结构,2004,34:338-341.

共引文献59

同被引文献115

引证文献17

二级引证文献37

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部