期刊文献+

钢筋混凝土墩柱加固滞回耗能试验 被引量:2

Energy-intensive Test of Reinforced Concrete Pier Column Reinforcing
下载PDF
导出
摘要 针对钢筋混凝土墩柱因延性不足而常在地震灾害中遭到破坏的现象,分别采用玻璃纤维、芳纶纤维和环向箍筋3种不同材料对模型墩柱进行加固,通过拟静力试验,分析滞回耗能,从而研究其抗震延性,得出:3种不同材料的加固方法对墩柱抗震性能有不同程度的改善,其中芳纶纤维加固的墩柱平均耗能系数最大、抗震性能最好。 As tensibility, glass the reinforced concrete pier columns are often destroyed by earthquake because of the lack of exfiber, aramid fiber and round hoop are used to reinforce the pier column. The quake-proof extensibility s researched by doing static load test and analyzing the energy-intensive. A conclusion is made as below: Those materials improve the performance of quake-proof to some extent, the best of the three is aramid fiber
作者 马生强
出处 《筑路机械与施工机械化》 北大核心 2008年第5期65-67,共3页 Road Machinery & Construction Mechanization
关键词 滞回耗能 墩柱 延性 加固 energy-intensive pier column extensibility reinforcing
  • 相关文献

参考文献4

二级参考文献12

  • 1Mirmiran Amir, and Shahawy Mohsen. "Behavior of Concrete Columns Confined by Fiber Composites" [J], ASCE Journal of Structural Engineering, 1997, 123 (5): 583 ~ 589
  • 2Toutanji Houssam A., "Stress - Strain Characteristics of Concrete Columns Externally Confined with Advanced Fiber Composite Sheets" [J], ACI Material Journal, 1999, 96 (3) 397~404
  • 3Shahawy M., Mirmiran A., and Beitelman T., "Tests and Modeling of Carbon- wrapped Concrete Columns" [J], Composites: Part B: engineering, 2000, 31, 471 ~ 480
  • 4Matthys S., Taerwe L., and Audenaert K., "Test on Axially Loaded Concrete Columns Confined by Fiber Reinforced Polymer Sheet Wrapping" [A], In: Dolan CW, Rizkalla S., and Nanni A., editors. Proceedings of the 4th Internatonal Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP- 188 [C], American Concrete Institute, 1999, 243 ~ 253
  • 5Saafi Mohamed, Toutanji Houssam A., and Li Zongjin, "Behavior of Concrete Columns Confined with Fiber Reinforced Polymer Tubes" [J], ACI Material Journal, 96 (4), 1999,500 ~ 509
  • 6Richart F. E., Brandtzaeg A., and Brown R. L., "A Study of the Failure of Concrete under Combined Compressive Stressed" [R], Engrg. Experimental Station bull., No. 185,University of Illinois, Urbana, Ill., 1928
  • 7Lam L. And Teng J. G., "Compressive strength of FRPconfined concrete in rectangular columns" [J], FRP Composites in Civil Engineering, Published by Elsevier Science Ltd.Vol. 1, Hong Kong, 2001,: 335 ~ 343
  • 8Sheikn S. A., and Uzumeri S. M., "Strength and Ductility of Tied Concrete Columns" [J] Journal of Structural Division,ASCE, 1980, 106 (5): 1079~1102
  • 9Mander J. B., Priestley M. J. N., and Park R., "Theoretical Stress- Strain Model for Confined Concrete" [J], Journal of Structural Engineering, ASCE, 1988, 114 (8): 1804~1826
  • 10赵彤,谢剑,戴自强.碳纤维布约束混凝土应力-应变全曲线的试验研究[J].建筑结构,2000,30(7):40-43. 被引量:82

共引文献293

同被引文献26

引证文献2

二级引证文献15

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