| 玻璃纤维布加固砖墙抗震性能试验 |
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| 引用本文： | 柴振岭,王全凤,黄奕辉,杨勇新.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. |
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| 作者姓名： | 柴振岭 王全凤 黄奕辉 杨勇新 |
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| 作者单位： | 华侨大学,土木工程学院,福建,泉州,362021 |
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| 基金项目： | 国家高技术研究发展计划(863)项目(2001AA336010) |
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| 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.
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| 关 键 词： | 玻璃纤维布 加固 带壁柱砖墙 抗震性能 |
| 文章编号： | 1000-5013（2007）01-0059-04 |
| 修稿时间： | 2006-06-01 |
Experimental Research on Seismic Performance of Brick Masonry Walls Strengthened with Glass Fiber Reinforced Polymer |
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| CHAI Zhen-ling,WANG Quan-feng,HUANG Yi-fui,YANG Yong-xin.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. |
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| Authors: | CHAI Zhen-ling WANG Quan-feng HUANG Yi-fui YANG Yong-xin |
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| Institution: | College of Civil Engineering, Huaqiso University, Quanzhou 362021, China |
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| 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. |
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| Keywords: | glass fiber reinforced polymer sheet(GFS) strengthening brick masonry wall with pilaster seismic performance |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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