期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

木结构剪力墙钉节点变形研究 被引量：6

Study on Nail Fastener Deformation in Wood Frame Structures
下载PDF
导出
摘要 对已有木结构剪力墙钉节点变形公式与实验数据进行比较,分析影响钉节点变形性能的主要因素,进而通过对大量实验数据的拟和,提出另一种钉节点变形公式以求更符合试验结果。将提出的公式代入到剪力墙整体变形公式中与实验结果相比较,二者吻合情况较好,说明提出的钉节点变形公式具有较好的实用价值。 Existed equations were compared with the experiment data. Main elements that effect the deformation of the nail fastener were discussed, and then an equation was provided which would give us a more exactly way to reckon the nail slipping. The result of the equation estimation has good match with that of the experiment, which indicates that the equation is applicable.
作者 王焕杰 陆洲导 张盛东 王晓光
机构地区 同济大学结构工程与防灾研究所 同济大学建筑工程系 中国海外集团
出处 《结构工程师》 2007年第6期78-82,共5页 Structural Engineers
关键词 轻型木结构 剪力墙 钉节点 变形 wood frame structure, shear wall, nail fastener, deformation
分类号 TU366.2 [建筑科学—结构工程]
  • 相关文献

参考文献9

  • 1中华人民共和国建设部.GB50005-2003木结构设计规范[S].中国建筑工业出版社,2003.
  • 2Canadian Wood Council. Wood Design Manual [ S ], 2001.
  • 3APA-The Engineered Wood Association, Tacoma: APA technical topics No.TT -053 Wood Structural Panel Shear Wall Deflection Formula [ S ] , 2000 W/ A98411.
  • 4Foschi R O. Analysis of Wood Diaphragms and Trusses. Ⅰ : Diaphragms [ J ]. Canadian Journal of Civil Engineering, 1977,4 ( 3 ) :342-352.
  • 5Ni C, Karacabeyli E. Capacity of Shear Wall Segments without Hold-downs [ J ]. Wood Design Focus, 2002,12(2) :10-17.
  • 6Ni C, Karacabeyli E. Effect of Blocking in Horizontally Sheathed Shear Walls[ J ]. Wood Design Focus ,2002, 12(2) :18-24.
  • 7Salenikovich A J. The Racking Performance of Lightframe Shear Walls[ D ]. Virginia Polytechnic Institute and State University,2000.
  • 8Skaggs T D, Martin Z A. Estimating Wood Structural Panel Diaphragm and Shear Wall Deflection [ J ]. Wood Design Focus, 2002,12 ( 2 ) : 25-29.
  • 9张盛东.木结构剪力墙抗侧性能研究进展[J].结构工程师,2006,22(5):72-77. 被引量：10

二级参考文献28

  • 1Ceccotti A,R O Foschi.Reliability Assessment of Wood Shear Walls under Earthquake Excitation Proc.,3rd Conf.On Computational Stochastic Mechanics,Santorini.Greece,1999.
  • 2Deam B.L.The Seismic Design and Behaviour of Multi-storey Plywood Sheathed Timber Framed Shearwalls.Ph.D.Thesis,Department of Civil Engineering,University of Canterbury,New Zealand,1997.
  • 3Dinehart D W,H W Shenton Ⅲ.Comparison of Static and Dynamic Response of Timber Shear Walls.Journal of Structural Engineering,1998; 124 (6),686-695.
  • 4Dolan J D.The Dynamic Response of Timber Shearwalls.Ph.D.thesis,University of British Columbia,Vancouver,Canada,1989.
  • 5Easley T,M Foomani,R H Dodds.Formulas for Wood Shear Walls.Journal of Structural Engineering,1982;108(11),2460 -2478.
  • 6Foliente G C,Paevere P J,Saito T,et al.Seismic Reliability Analysis of Timber Buildings.Proc.,Pacific Timber Engineering Conf.,Vol.3,Rotorua,New Zealand,1999:166-173.
  • 7Folz B,A Filiatrault.Cyclic Analysis of Wood Shear Walls.Journal of Structural Engineering,2001; 127(4),433 -441.
  • 8Foschi R O.Analysis of Wood Diaphragms and Trusses.Ⅰ:Diaphragms.Canadian.Journal of Civil Engineering,1977; 4(3):342-352.
  • 9Gatto K,C M Uang.Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls.Journal of Structural Engineering,2003;129 (10):1384-1393.
  • 10Gupta A K,G P Kuo.Behavior of Wood-Framed Shear Walls.Journal of Structural Engineering,1985;111(8):1722-1733.

共引文献9

同被引文献70

  • 1张盛东.木结构剪力墙抗侧性能研究进展[J].结构工程师,2006,22(5):72-77. 被引量：10
  • 2JOHANSEK K.Theory of timber connections[J].International Association of Bridge and Structural Engineering,1949(9):249-262.
  • 3M(o)ller.New method of estimating the bearing strength of nailed wood connections,No.117[R].Gothenburg:The Chalmers Institute of Technology Documents,1950.
  • 4SIIMES F E,JOHANSON P E,NISKANEN E.Investigations on the ultimate embedding stress and nail holding power of finish pine,Tiedoitus 122[R].Helsinki:The State Institute for Technical Research,1954.
  • 5MACK J J.The strength of nailed timber joints,No.9[R].Melbourne:Division of Forest Products Commonwealth Scientific and Industrial Research Organization,1960.
  • 6AUNE P.The load-carrying capacity of nailed joints:Calculations and experiments[R].Trondheim:The Norwegian Institute of Technology,1966.
  • 7LARSEN H J.The yield load of bolted and nailed joints[C] //International Union of Forestry Research Organizations Working Group on Structural Utilization.Pretoria,1973:646-654.
  • 8NOREN B.Formulas indicating the strength of mechanical wood joints,Series B,No.226[R].Swedish Research Institute,1974.
  • 9AUNE P,PATTON-MALLORY,MARCIA.Later load-bearing capacity of nailed joints based on the yield theory:Theoretical development,FPL 469[R].Madison:U.S.Department of Agriculture,Forest Service,Forest Products Laboratory,1986.
  • 10AUNE P,PATTON-MALLORY,MARCIA.Later load-bearing capacity of nailed joints based on the yield theory:Experimental verification,RPL 470[R].Madison:U.S.department of Agriculture,Forest Service,Forest Products Laboratory,1986.

引证文献6

二级引证文献43

结构工程师
2007年 第6期

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