期刊文献+

玻璃纤维布加固空心砖砌体抗剪性能试验研究 被引量:2

SHEAR BEHAVIOR OF MASONRY WALL BONDING GFRP SHEETS UNDER QUASI-STATIC CYCLE LOAD
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摘要 本文介绍采用玻璃纤维布加固的空心砖砌体在低周反复荷载作用下的性能.分析了加固墙片抗剪承载力、位移、耗能等方面的改善情况,并比较了相同面积时纤维布的两种粘贴方式的加固效果,提出分散多条粘贴的效果优于对角线集中粘贴.
作者 夏春红 王溥
出处 《工业建筑》 CSCD 北大核心 2004年第z1期283-286,共4页 Industrial Construction
基金 上海市建设技术发展基金会科研项目(编号:A0105150)
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参考文献2

  • 1[2]J.D. Hall ect. Ductile Anchorage for Connecting FRP Strengthening of Under-Reinforced Masonry Buildings. Journal of Composites for Construction.February 2002
  • 2[3]M.R.Ehsani ect. Behavior of Retrofitted URM Wall Under Simulated Earthquake Loading. Journal of Composites for Construction. August 1999

同被引文献32

  • 1柴振岭,王全凤,岳清瑞,杨勇新.GFRP加固砌体结构的应用前景[J].工业建筑,2004,34(z1):267-270. 被引量:2
  • 2王全凤,杨勇新,岳清瑞.FRP复合材料及其在土木工程中的应用研究[J].华侨大学学报(自然科学版),2005,26(1):1-6. 被引量:49
  • 3[1]Thanasis C.Triantafillou.Composites:a new possibility for the shear strengthening of concrete,masonry and wood[J].Composites Science and Technology August 1998 Vol.58 P1285~P1295.
  • 4[2]R.Luciano E.Sacco.Damage of Masonry Panels Reinforced by FRP Sheets[J].International Journal of Solids Structures Vol.35 1998.
  • 5[3]J.M.Gilstrap C.W.Dolan.Out-of-plan Bending of FRP-Reinforced Masonry Walls[J].Composites Science and Technology 58(1998).
  • 6[4]H.R.Hamilton Ⅲ,C.W.Dolan.Flexural capacity of glass FRP Strengthemed concrete masonry walls[J].Journal of Composites for Construction August,2001,P170~P178.
  • 7[5]Michad L.Albert,Alaa E.Elwi,J.J.Roger Cheng.Strengthening of unreinforced masonry walls using FRP[J].Joumal of Composites for Construction May,2001,P76~P84.
  • 8[6]Sameer A.Hamoush,Mark W.McGinley,Paul Mlakar,David Scott,Kenneth Murray.Out-of plane strengthening of masonry walls with reinforced composites[J].Journal of Composites for Construction August,2001,P139~P145.
  • 9[7]J.D.Hall,P.M.Schuman,H.R.Hamilton Ⅲ.Ductile Anchorage for Connecting FRP Strengthening of Under-Reinforced Masonry Buildings[J].Journal of Composites for Conslruction,February,2002,P3~P10.
  • 10[8]M.R.VaUuzzi,D.Tinazzi,C.Modena.Shear behavior of masonry panels strengthened by FRP laminates[J].Construction and Building Materials,16(2002),P409~416.

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