[1]薛建阳,翟 磊,张风亮,等.扁钢加固古建筑木结构残损节点的[J].西安建筑科技大学学报:自然版,2015,(05):621-625.[doi:DOI:10.15986/j.1006-7930.2015.05.002]
 XUE Jianyang,ZHAI Lei,ZHANG Fengliang,et al.Performance analysis and design recommendations for damaged mortise- tenon joints of ancient timber structure strengthened with flat steel[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,(05):621-625.[doi:DOI:10.15986/j.1006-7930.2015.05.002]
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扁钢加固古建筑木结构残损节点的()
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西安建筑科技大学学报:自然版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2015年05期
页码:
621-625
栏目:
出版日期:
2015-10-29

文章信息/Info

Title:
Performance analysis and design recommendations for damaged mortise- tenon joints of ancient timber structure strengthened with flat steel
文章编号:
1006-7930(2015)05-0621-05
作者:
薛建阳1翟 磊1张风亮2李义柱1
(1. 西安建筑科技大学土木工程学院,陕西 西安 710055;2. 陕西省建筑科学研究院,陕西 西安 710082)
Author(s):
XUE Jianyang1 ZHAI Lei1 ZHANG Fengliang2 LI Yizhu1
(1. School of Civil Engineering, Xian Univ. of Arch . & Tech ., Xian 710055, China; 2. Shaanxi Institute of Architecture Science, Xian 710082, China)
关键词:
古建筑木结构残损节点破坏形态抗弯承载力设计建议
Keywords:
ancient timber structure damaged mortise-tenon joints failure mode flexural bearing capacity design recommendations
分类号:
TU366.12
DOI:
DOI:10.15986/j.1006-7930.2015.05.002
文献标志码:
A
摘要:
基于扁钢加固残损榫卯节点的加固方式及破坏形态,对扁钢加固残损节点的受力性能进行分析.根据课题组进行的残损节点加固试验,提出扁钢加固古建筑木结构残损节点的抗弯承载力计算公式,给出合理的加固设计建议,为古建筑木结构的修缮加固提供理论依据.
Abstract:
Based on the strengthening method, failure mode and test results of damaged mortise-tenon joints of ancient timber structure strengthened with flat steel, analysis on the mechanical property of the damaged mortise- tenon joints strengthened with flat steel is carried out, and the calculation formulas for flexural capacity are put forward. Also, the reasonable reinforcement design recommendations are given, which would provide theoretical basis for the repairs of the ancient timber structures

参考文献/References:

References

[1] 胡克旭,张鹏,刘春浩. 新型材料加固钢筋混凝土框架节点的抗震试验研究[J]. 土木工程学报, 2010,43(S1):

447-451.

HU Kexu, ZHANG Peng, LIU Chunhao. Seismic testing study on RC joints strengthened by new concrete material [J].China Civil Engineering Journal, 2010, 43(s1):447-451.

[2] 吴波,王维俊. 碳纤维布加固钢筋混凝土框架节点的抗震性能试验研究[J]. 土木工程学报,2005,38(4):60-65. WU Bo, WANG Weijun. An Experimental Study on The Seismic Behavior of Beam-column Joints Strengthened with Carbon Fiber sheets [J]. China Civil Engineering journal, 2005, 38(4):60-65.

[3] 谢启芳. 中国木结构古建筑加固的试验研究及理论分析[D]. 西安:西安建筑科技大学,2007.

XIE Qifang. Experimental Study and Theoretical Analysis on Strengthening for Chinese Ancient Timber Buildings [D]. Xi‘an: Xi‘an University of Architecture and Techno logy, 2007.

[4] 姚侃,赵鸿铁,薛建阳,等. 古建木结构榫卯连接的扁钢加固试验[J]. 哈尔滨工业大学学报,2009,41(10): 220-224.

YAO Kan, ZHAO Hongtie, XUE Jianyang et al. Exper imental studies on seismic characteristic of strengthened[J]. Journal of Harbin Institute of Technology, 2009, 41(10):220-224.

[5] 陆伟东,邓大利. 木结构榫卯节点抗震性能及其加固试验研究[J]. 地震工程与工程振动,2012,32(3):109-116. LU Weidong, DENG Dali. Experimental Research on Seismic Performance of Wooden Mortise-ten on Joints Before and After Reinforcement [J]. Earthquake Enginee ring and Engineering Vibration,2012,32(3):109-116.

[6] GB50165-92古建筑木结构维护与加固技术规范[S]. 北京:中国建筑工业出版社,1992.

GB50165-92 Technical code for maintenance and streng- thening for Ancient timber buildings [S]. Beijing: China Architecture & Building Press, 1992.

[7] 胡大柱,李国强,孙飞飞,等. 半刚性连接组合框架地震反应分析[J]. 工程抗震与加固改造,2007,29(1):19-25.

相似文献/References:

[1]薛建阳,夏海伦,李义柱,等.不同松动程度下古建筑透榫节点抗震性能试验研究[J].西安建筑科技大学学报:自然版,2017,(04):463.[doi:10.15986/j.1006-7930.2017.04.001]
 XUE Jianyang,XIA Hailun,LI Yizhu,et al.Experimental study on seismic behavior of penetrated mortise-tenon joints under different degree of looseness in ancient buildings[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2017,(05):463.[doi:10.15986/j.1006-7930.2017.04.001]

备注/Memo

备注/Memo:
收稿日期:2014-07-10 修改稿日期:2015-10-12
基金项目:国家“十二五”科技支撑计划基金资助项目(2013BAK01B03-02);陕西省科学技术研究发展计划基金资助项目(2013KW23-01)
作者简介:薛建阳(1970-),男,博士,教授,博导,主要从事古建筑结构保护及组合结构研究.E-mail: jianyang_xue@163.com
更新日期/Last Update: 2015-12-14