[1]王全凤,柴振岭,黄奕辉,等.GFRP复合材料加固砖墙抗震抗剪承载力[J].华侨大学学报(自然科学版),2009,30(2):186-190.[doi:10.11830/ISSN.1000-5013.2009.02.0186]
　WANG Quan-feng,CHAI Zhen-ling,HUANG Yi-hui,et al.Seismic Shear Capacity for Brick Masonry Wall Strengthened with GFRP[J].Journal of Huaqiao University(Natural Science),2009,30(2):186-190.[doi:10.11830/ISSN.1000-5013.2009.02.0186]
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GFRP复合材料加固砖墙抗震抗剪承载力()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第30卷
期数:
2009年第2期
页码:
186-190
栏目:
出版日期:
2009-03-20

文章信息/Info

Title:
Seismic Shear Capacity for Brick Masonry Wall Strengthened with GFRP
文章编号:
1000-5013(2009)02-0186-05
作者:
王全凤; 柴振岭; 黄奕辉; 杨勇新
华侨大学土木工程学院
Author(s):
WANG Quan-feng;  CHAI Zhen-ling;  HUANG Yi-hui;  YANG Yong-xin
College of Civil Engineering, Huaqiao University, Quanzhou 362021, China
关键词:
玻璃纤维复合材料;  加固;  带壁柱墙体;  抗剪承载力
Keywords:
glass fiber reinforced polymer;  strengthening;  brick masonry wall with pilaster;  shear capacity
分类号:
TU362
DOI:
10.11830/ISSN.1000-5013.2009.02.0186
文献标志码:
A
摘要:
通过对1片未加固带壁柱墙体和8片玻璃纤维复合材料(GFRP)加固带壁柱墙体抗震试验的结果,在理论分析的基础上,给出壁柱影响系数、间接抗震抗剪承载力修正系数、统计系数和有效工作系数的表达式.基于未加固墙体的剪摩和剪压破坏模型和纤维复合材料(FRP)的桁架受力模型,推导出在不同破坏形态下,GFRP加固带壁柱砖墙的抗震抗剪承载力理论计算公式.利用公式所得的计算结果与试验结果吻合.
Abstract:
By carrying out the experiment of eight pieces of brick masonry walls with pilaster strengthened with glass fiber reinforced polymer(GFRP) and one piece of normal masonry wall with pilaster,the influence coefficient of pilaster,modified coefficient,statistic coefficient and effective participation coefficient are brought forward theoretically.Based on failure model of brick masonry walls and truss bar model of fiber reinforced polymer(FRP),the formulas of shear capacity of brick masonry wall with pilaster strengthened with GFRP are established,which agree well with the experimental results.

参考文献/References:

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备注/Memo

备注/Memo:
国家高技术研究发展(863)计划项目(2004AA336010)
更新日期/Last Update: 2014-03-23