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后张预应力加固砖墙抗震性能研究及工程应用
引用本文:刘航,华少锋.后张预应力加固砖墙抗震性能研究及工程应用[J].福州大学学报(自然科学版),2013,41(4):403-409.
作者姓名:刘航  华少锋
作者单位:北京市建筑工程研究院有限责任公司,北京 100039;北京市建筑工程研究院有限责任公司,北京 100039
基金项目:北京市科技计划资助项目(D131100003713003)
摘    要:提出采用后张预应力技术对砖混墙体进行抗震加固的新技术,并进行8片试验墙体在水平低周反复荷载下的试验研究.对比分析了未加固墙体与加固墙体的破坏形态和受力特点.试验结果表明,后张预应力加固砖砌体墙体可以显著提高墙体的延性和抗剪承载力,改善破坏形态.

关 键 词:后张预应力  加固  砖墙  抗震  施工工艺

Research and application on seismic behaviors of brick walls retrofitted with post-tensioned tendons
LIU Hang and HUA Shao-feng.Research and application on seismic behaviors of brick walls retrofitted with post-tensioned tendons[J].Journal of Fuzhou University(Natural Science Edition),2013,41(4):403-409.
Authors:LIU Hang and HUA Shao-feng
Institution:1,2(1.Beijing Building Constructing Research Institute Co Ltd,Beijing 100039,China; 2.Beijing University of Civil Engineering and Architecture,Beijing 100044,China)
Abstract:A new seismic retrofitting technology of using post-tensioning tendons to retrofit brick wall structures was presented and eight brick walls retrofitted with post-tensioned tendons were tested under lateral low-cyclic reversed load. Mechanical behaviors and failure modes of the seismically retrofitted brick walls using post-tensioning were compared to the response of a non-retrofitted brick wall. It could be found that the ductility and the shear capacity of the brick wall retrofitted using post-tensioned tendons could be significantly improved, and the failure modes were also enhanced.
Keywords:
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