[1]薛建阳,林建鹏,马 辉.型钢再生混凝土柱抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2013,45(05):615-621.[doi:10.15986/j.1006-7930.2013.05.002]
 XUE Jian-yang,LIN Jian-peng,MA Hui.Experimental study on the seismic performance of steel reinforced recycled concrete columns[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(05):615-621.[doi:10.15986/j.1006-7930.2013.05.002]
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型钢再生混凝土柱抗震性能试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年05期
页码:
615-621
栏目:
出版日期:
2013-10-31

文章信息/Info

Title:
Experimental study on the seismic performance of steel reinforced recycled concrete columns
文章编号:
1006-7930(2013)05-0615-07
作者:
薛建阳12林建鹏1马 辉1
(1.西安建筑科技大学土木工程学院,陕西 西安 710055; 2.西部建筑科技国家重点实验室 筹 ,陕西 西安 71005)
Author(s):
XUE Jian-yang12LIN Jian-peng1MA Hui1
(1.School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055, China; 2.State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xian 710055, China)
关键词:
型钢再生混凝土柱抗震性能取代率轴压比体积配箍率
Keywords:
steel reinforced recycled concrete column seismic performance recycled aggregate replacement ratio axial compression ratio volumetric stirrup ratio
分类号:
TU 398+.9
DOI:
10.15986/j.1006-7930.2013.05.002
文献标志码:
A
摘要:
进行了7根型钢再生混凝土柱的拟静力试验,试件的主要设计参数为再生骨料取代率、轴压比和体积配箍率.试验结果表明:再生骨料的掺入未使试件的水平承载力、延性和耗能能力明显降低,对型钢再生混凝土柱的抗震性能影响不大.轴压比过大,型钢再生混凝土柱的抗震性能有较大幅度的降低.增大体积配箍率, 型钢再生混凝土柱的延性和耗能能力有所提高,水平承载力也略有增大.本文的研究可为型钢再生混凝土柱在实际工程中的应用提供参考.
Abstract:
The pseudo-static tests were carried out on seven steel reinforced recycled concrete columns. The main design parameters of specimens were the recycled aggregate replacement ratio, axial compression ratio, and volumetric stirrup ratio. The results indicate that the incorporation of recycled aggregate doesn’t reduce the horizontal bearing capacity, ductility and energy dissipation capacity of the specimens and has little effect on seismic performance. The seismic performance of steel reinforced recycled concrete column decreases significantly in high axial compression ratio. The ductility, horizontal bearing and energy dissipation capacity of steel reinforced recycled concrete column increases simultaneously with the volumetric stirrup ratio. This study provides a reference for the application of steel reinforced recycled concrete column.

参考文献/References:

[1] 肖建庄. 再生混凝土[M]. 北京: 中国建筑工业出版社,2008.
XIAOJian-zhuang.Recycled Concrete[M].Beijing: China Architecture & Building Press, 2008.
[2] 杨 青. 再生骨料的吸水率对再生混凝土物理力学性能的影响研究[D]. 杭州 : 浙江大学,2011.
YANG Qing.Researchon physical and mechanical properties ofrecycled concrete affected by water absorption ofrecycledaggregate[D].Hangzhou: Zhejiang University, 2011.
[3] 沈大钦. 再生骨料混凝土性能的研究[D]. 北京: 北京交通大学,2006.
SHEN Da-qin.Studyof Recycled Aggregate Concrete[D].Beijing: BeijingJiaotong University, 2006.
[4] 崔卫光. 型钢再生混凝土组合柱正截面受力性能试验研究[D]. 西安: 西安建筑科技大学,2011.
CUI Wei-guang.Experimentalstudyon mechanicalbehaviorsofnormalcross-sectionofsteelrecycledconcretecom-positecolumns[D].Xi′an: Xi′an Universityof Architecture & Technology, 2011.
[5] 孙跃东 . 再生混凝土框架抗震性能试验研究[D]. 上海: 同济大学,2006.
SUN Yue-dong.Experimental Research OnSeismic Behaviorof Recycled Concrete Frame[D].Shanghai: Tongji U-niversity, 2006.
[6] 薛建阳 . 钢与混凝土组合结构设计原理[M]. 北京: 科学出版社,2010.
XUEJian-yang.Design principleofsteelandconcretecompositestructure[M].Beijing: Science Press, 2010.
[7] RAZAQPUR A G, FATHIFAZL G, ISGOR G, et al.Howto produce high qualityconcrete mixes withrecycledconcreteaggregate[C]// Construction Waste Recycling and Civil Engineering Sustainable Development— Proceed-ings ofthe2ndInternational Conferenceon Waste Engineeringand Management, Tongji University, Shanghai, Chi-na: RILEM Publications SARL, 2010: 11-35.
[8] 沈聚敏, 周锡元, 高小旺, 等. 抗震工程学[M]. 北京: 中国建筑工业出版社,2000.
SHENJu-min, ZHOU Xi-yuan, GAO Xiao-wang, etal.Earthquake Engineering[M].Beijing: China Architecture& Building Press,2000.
[9] NAGATAKI Shigeyoshi, IIDA Kazuhiko, GOKCE Ahmet.A critical review onthe use ofrecycled aggregateforconcrete [C]// Proceedingsofthe5thInternationalSymposiumon Cementand Concrete, Shanghai, China: Journalofthe Chinese Ceramic Society, 2002(3): 3-12.
[10] IKEDA T, YAMANE S.Strengths of Concrete Containing Recycled Aggregate[C]// Proceedings ofthe SecondInternational RILEMSymposiumon Demolitionand Reuseof Concreteand Masonry, Tokyo, Japan: RILEM Pub-lications SARL, 1988: 585-594.

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备注/Memo

备注/Memo:
收稿日期:2013-05-02 修改稿日期:2013-09-03
基金项目:国家自然科学基金资助项目(51178384);住房和建设部科学技术基金资助项目(2012-K2-12);陕西省留学人员科技活动择优基金资助项目(陕外专发[2010]26号);陕西省教育厅科研计划基金资助项目(12JK0902)
作者简介:薛建阳(1970-),男,河南洛阳人,博士,教授,博导,主要从事钢与混凝土组合结构及工程结构抗震研究.
更新日期/Last Update: 2015-10-05