[1]柴振岭,王全凤,黄奕辉,等.玻璃纤维布加固砖墙抗震性能试验[J].华侨大学学报(自然科学版),2007,28(1):59-62.[doi:10.3969/j.issn.1000-5013.2007.01.016]
 CHAI Zhen-ling,WANG Quan-feng,HUANG Yi-fui,et al.Experimental Research on Seismic Performance of Brick Masonry Walls Strengthened with Glass Fiber Reinforced Polymer[J].Journal of Huaqiao University(Natural Science),2007,28(1):59-62.[doi:10.3969/j.issn.1000-5013.2007.01.016]
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玻璃纤维布加固砖墙抗震性能试验()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第28卷
期数:
2007年第1期
页码:
59-62
栏目:
出版日期:
2007-01-20

文章信息/Info

Title:
Experimental Research on Seismic Performance of Brick Masonry Walls Strengthened with Glass Fiber Reinforced Polymer
文章编号:
1000-5013(2007)01-0059-04
作者:
柴振岭王全凤黄奕辉杨勇新
华侨大学土木工程学院; 华侨大学土木工程学院 福建泉州362021; 福建泉州362021
Author(s):
CHAI Zhen-ling WANG Quan-feng HUANG Yi-fui YANG Yong-xin
College of Civil Engineering, Huaqiao University, Quanzhou 362021, China
关键词:
玻璃纤维布 加固 带壁柱砖墙 抗震性能
Keywords:
glass fiber reinforced polymer sheet(GFS) strengthening brick masonry wall with pilaster seismic performance
分类号:
TU362
DOI:
10.3969/j.issn.1000-5013.2007.01.016
文献标志码:
A
摘要:
通过1片未加固砖墙体和4片玻璃纤维布加固砖墙体抗震性能的试验,对墙体的滞回特性、刚度退化性能、变形性能及耗能性能进行系统分析.研究结果表明,加固方式对墙体的刚度退化性能和变形性能影响不大,但对墙体的耗能性能影响较明显.按照文中提出的加固方式粘贴玻璃纤维布,能有效地提高墙体的极限荷载、减缓墙体的刚度退化、增强其变形能力和耗能能力.
Abstract:
By carrying out the experiment of five pieces of brick masonry walls with pilaster under low reversed cyclic loading,including four pieces strengthened with GFS and one piece un-strengthened,the seismic performance,such as the hysteretic behavior,rigidity degradation,deformation and energy-dissipation,are studied systematically.The experimental results showed that strengthening modes have little influence on the rigidity degradation and deformation of the wall,but have obvious influence on the energy-dissipation of the wall.The GFS bonding mode is put forward to strengthen walls,which increases the ultimate load,deformation and energy-dissipation of the walls,improves the rigidity degradation remarkably.

参考文献/References:

[1] 李忠献. 工程结构试验理论与技术 [M]. 天津:天津大学出版社, 2004.226-232.
[2] 王天稳. 土木工程结构试验 [M]. 武汉:武汉理工大学出版社, 2003.84-92.
[3] 朱伯龙. 结构抗震试验 [M]. 北京:地震出版社, 1989.34-42.
[4] 王艳晗, 艾军, 张春锋. 低周反复荷载作用预应力混凝土砌块墙试验研究 [J]. 建筑结构, 2003(4):22-26.
[5] 中国建筑科学研究院. JGJ 101-1996.建筑抗震试验方法规程 [S]. 北京:中国建筑工业出版社, 1997.7-15.
[6] 王来, 王铁成, 陈倩. 低周反复荷载下方钢管混凝土框架抗震性能的试验研究 [J]. 地震工程与工程振动, 2003(3):115-117.doi:10.3969/j.issn.1000-1301.2003.03.018.
[7] 马永欣, 郑山锁. 结构试验 [M]. 北京:科学出版社, 2001.153-158.

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备注/Memo

备注/Memo:
国家高技术研究发展计划(863)项目(2001AA336010)
更新日期/Last Update: 2014-03-23