全再生骨料混凝土高剪力墙的振动台试验
|
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。
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.
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.
引文
[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 theReborn Exploitatoin Analysis and the Research Out-look[J].Concrete,2006(11):20-24.
[2]KATZ A.Treatments for the Improvement of Recy-cled 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 Applica-tion 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.Prop-erties of Recycled Coarse Aggregate and Its Influenceon Recycled Concrete[J].Journal of Building Materi-als,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 Prop-erties 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 Con-crete Frame Structures[J].Journal of Beijing Univer-sity 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 Ag-gregate Concrete Shear Wall[J].Engineering Mechan-ics,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 DifferentPercentage of Aggregate Replacement[J].China CivilEngineering 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.Ex-perimental Research on Seismic Behavior of RecycledConcrete Frame Columns[J].Journal of EarthquakeEngineering 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 ofRecycled 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 Build-ings[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,etal.Finite Element Analysis and Application Based onABAQUS[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].
[2]KATZ A.Treatments for the Improvement of Recy-cled 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 Applica-tion 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.Prop-erties of Recycled Coarse Aggregate and Its Influenceon Recycled Concrete[J].Journal of Building Materi-als,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 Prop-erties 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 Con-crete Frame Structures[J].Journal of Beijing Univer-sity 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 Ag-gregate Concrete Shear Wall[J].Engineering Mechan-ics,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 DifferentPercentage of Aggregate Replacement[J].China CivilEngineering 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.Ex-perimental Research on Seismic Behavior of RecycledConcrete Frame Columns[J].Journal of EarthquakeEngineering 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 ofRecycled 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 Build-ings[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,etal.Finite Element Analysis and Application Based onABAQUS[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].
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心