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dc.contributor.author林树枝zh_CN
dc.contributor.author袁兴仁zh_CN
dc.date.accessioned2013-05-20T01:07:57Z
dc.date.available2013-05-20T01:07:57Z
dc.date.issued2011-02-05zh_CN
dc.identifier.citation工程抗震与加固改造, 2011,,v.33;No.140 (01): 99-105zh_CN
dc.identifier.urihttps://dspace.xmu.edu.cn/handle/2288/17698
dc.description.abstract单跨框架结构是种严重抗震不利体系,缺乏冗余约束,易发生整体倒塌,在抗震设防要求提高情况下,需要进行加固。翼墙加固因布置方便、概念明确而得到广大推崇,但对其加固效果到底如何并不清楚。本文通过对一栋典型中学教学楼进行翼墙加固分析,探讨了各种翼墙尺寸及类型对加固效果的影响,提出翼墙加固时应注意的问题及建议。zh_CN
dc.language.isozhzh_CN
dc.source.urihttp://epub.cnki.net/grid2008/brief/detailj.aspx?filename=GCKZ201101020&dbname=CJFQ2011zh_CN
dc.subject单跨框架zh_CN
dc.subject翼墙zh_CN
dc.subject抗震加固zh_CN
dc.title翼墙加固单跨框架抗震性能研究zh_CN
dc.typeArticlezh_CN


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