纤维片材锚固黏土砖墙底部抗震受力分析  

Seismic mechanics analysis of brick walls anchored at the bottom by FRP

作　　者：杨曌[1] 俞骞[2] 

机构地区：[1]武汉科技大学城市建设学院 [2]东风设计研究院有限公司

出　　处：《山西建筑》2009年第10期1-3,共3页Shanxi Architecture

基　　金：湖北省教育厅中青年人才项目(项目编号:Q20081110);武汉科技大学科研专项资助项目(项目编号:100107);湖北省自然科学基金(项目编号:2004ABA042)

摘　　要：砖墙底部采用碳纤维锚固进行拟静力试验研究,通过对试验数据分析,研究了碳纤维锚固对该类墙体抗震性能的影响,并对墙体受力进行了计算分析,研究表明碳纤维锚固砖墙底部可以改善其抗震性能。It makes a static experimental research of the brick walls anchored at the bottom by FRP. Through the analysis of experimental da ta, it makes a research of the influence of being anchored by FRP to the seismic property of this kind of wall, and makes calculation and analy sis of the force on wall. The research shows that anchoring walls at the bottom by FRP can improve its seismic property.

关 键 词：碳纤维 拟静力 锚固 砖墙 

分 类 号：TU352.1[建筑科学—结构工程]