|本期目录/Table of Contents|

[1]张建伟,池彦忠,曹万林,等.全再生骨料混凝土高剪力墙的振动台试验[J].建筑科学与工程学报,2012,29(01):21-26.
　ZHANG Jian-wei,CHI Yan-zhong,CAO Wan-lin,et al.Shaking Table Test on Recycled Aggregate Concrete High-rise Shear Walls[J].Journal of Architecture and Civil Engineering,2012,29(01):21-26.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
29卷
期数:
2012年01期
页码:
21-26
栏目:
出版日期:
2012-03-30

文章信息/Info

Title:
Shaking Table Test on Recycled Aggregate Concrete High-rise Shear Walls
作者:
张建伟,池彦忠,曹万林,董宏英
北京工业大学 城市与工程安全减灾教育部重点实验室,北京 100124
Author(s):
ZHANG Jian-wei, CHI Yan-zhong, CAO Wan-lin, DONG Hong-ying
Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
关键词:
全再生骨料混凝土;  高剪力墙;  抗震能力;  振动台试验;  自振频率;  时程
Keywords:
recycled aggregate concrete;  high-rise shear wall;  seismic performance;  shaking table test;  self-vibration frequency;  time history
分类号:
TU375
DOI:
-
文献标志码:
A
摘要:
为了解全再生骨料混凝土高剪力墙的抗震能力,并与普通混凝土高剪力墙的抗震能力进行比较,进行了2个高剪力墙模型的振动台试验研究。2个试验模型中,1个为普通混凝土高剪力墙,1个为粗骨料、细骨料均为再生骨料的混凝土高剪力墙。通过对实测数据的对比分析,研究了全再生骨料混凝土高剪力墙在弹性和开裂后弹塑性阶段的动力特性、动力响应及其最终破坏形态。结果表明:全再生骨料混凝土高剪力墙的抗震能力低于普通混凝土高剪力墙的抗震能力,建议实际工程中采用抗震性能相对较好的再生粗骨料混凝土剪力墙。
Abstract:
In order to ascertain the seismic performance of the recycled aggregate concrete high-rise shear walls and compare with the normal concrete high-rise shear walls, the study of shaking table tests on two models of high-rise shear walls were carried out. One of the models was made by normal concrete, and the other one was made by recycled coarse aggregate, fine aggregate concrete. The dynamic characteristics at elastic and elasto-plastic stage after cracking, the dynamic response and its final failure mode were studied by analyzing and comparing the results from the tests. The results show that the seismic performance of recycled aggregate concrete high-rise shear walls is worse than that of the normal concrete high-rise shear walls. It is suggested that recycled coarse aggregate concrete shear walls with better seismic performance can be applied in practical engineering.

参考文献/References:

[1] 邓寿昌,张学兵,罗迎社.废弃混凝土再生利用的现状分析与研究展望[J].混凝土,2006(11):20-24. DENG Shou-chang,ZHANG Xue-bing,LUO Ying-she.Abandon the Concrete Present Condition of the Reborn Exploitatoin Analysis and the Research Outlook[J].Concrete,2006(11):20-24.
[2]KATZ A.Treatments for the Improvement of Recycled Aggregate[J].Journal of Materials in Civil Engin-eering,2004,16(6):597-603.
[3]DG/TJ 08-2018-2007,再生混凝土应用技术规程[S]. DG/TJ 08-2018-2007,Technical Code on the Application of Recycled Concrete[S].
[4]李佳彬,肖建庄,孙振平.再生粗骨料特性及其对再生混凝土性能的影响[J].建筑材料学报,2004,7(4):390-395. LI Jia-bin,XIAO Jian-zhuang,SUN Zhen-ping.Properties of Recycled Coarse Aggregate and Its Influence on Recycled Concrete[J].Journal of Building Materials,2004,7(4):390-395.
[5]张波志,王社良,张 博,等.再生混凝土基本力学性能试验研究[J].混凝土,2011(7):4-6. ZHANG Bo-zhi,WANG She-liang,ZHANG Bo,et al.Experimental Analysis of the Basic Mechanical Properties of Recycled Concrete[J].Concrete,2011(7):4-6.
[6]曹万林,尹海鹏,张建伟,等.再生混凝土框架结构抗震性能试验研究[J].北京工业大学学报,2011,37(2):191-198. CAO Wan-lin,YIN Hai-peng,ZHANG Jian-wei,et al.Seismic Behavior Experiment of Recycled Concrete Frame Structures[J].Journal of Beijing University of Technology,2011,37(2):191-198.
[7]张建伟,曹万林,朱 珩,等.再生混凝土中高剪力墙抗震性能研究[J].工程力学,2010,27(增1):270-274,285. ZHANG Jian-wei,CAO Wan-lin,ZHU Heng,et al.Study on Aseismic Behavior of Mid-rise Recycled Aggregate Concrete Shear Wall[J].Engineering Mechanics,2010,27(S1):270-274,285.
[8]张建伟,曹万林,董宏英,等.再生骨料参量对中高剪力墙抗震性能影响试验研究[J].土木工程学报,2010,43(增2):55-61. ZHANG Jian-wei,CAO Wan-lin,DONG Hong-ying,et al.Experimental Study on Seismic Behavior of Mid-rise Recycled Concrete Shear Walls with Different Percentage of Aggregate Replacement[J].China Civil Engineering Journal,2010,43(S2):55-61.
[9]白国良,刘 超,赵洪金,等.再生混凝土框架柱抗震性能试验研究[J].地震工程与工程振动2011,31(1):61-66. BAI Guo-liang,LIU Chao,ZHAO Hong-jin,et al.Experimental Research on Seismic Behavior of Recycled Concrete Frame Columns[J].Journal of Earthquake Engineering and Engineering Vibration,2011,31(1):61-66.
[10]曹万林,张建伟,尹海鹏,等.再生混凝土框架-剪力墙结构抗震研究与应用[J].工程力学,2010,27(增2):135-141. CAO Wan-lin,ZHANG Jian-wei,YIN Hai-peng,et al.Experimental Study on the Seismic Behavior of Recycled Concrete Frame-shear-wall Structure[J].Engineering Mechanics,2010,27(S2):135-141.
[11]GB 50011—2010,建筑抗震设计规范[S]. GB 50011—2001,Code for Seismic Design of Buildings[S].
[12]庄 茁,由小川,廖剑晖,等.基于ABAQUS的有限元分析和应用[M].北京:清华大学出版社,2009:273-276. ZHUANG Zhuo,YOU Xiao-chuan,LIAO Jian-hui,et al.Finite Element Analysis and Application Based on ABAQUS[M].Beijing:Tsinghua University Press,2009:273-276.
[13]DB 11/T 803—2011,再生混凝土结构设计规程[S]. DB 11/T 803—2011,Code for Design of Recycled Concrete Structures[S].

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备注/Memo

备注/Memo:
收稿日期:2011-12-05
基金项目:“十一五”国家科技支撑计划项目(2008BAJ08B14); 北京市自然科学基金项目(8102010); 北京市高校中青年骨干人才培养计划项目(PHR201108009)
作者简介:张建伟(1971-),男,河北丰润人,副教授,工学博士,博士后,E-mail:zhangjw@bjut.edu.cn。
更新日期/Last Update: 2012-03-20