约束砌块砌体结构基于性能的抗震研究
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摘要
PBSD已从定性的研究向定量的研究转变,相对而言,砌体结构基于性能的抗震设计研究较少,而在我国相当长的一段时间里砌体结构仍然是主要的建筑材料,因此加强对砌块砌体结构的研究是很有必要的。对约束砌块砌体结构PBSD中的开裂位移角、等效阻尼比进行了研究,给出约束砌体结构基于性态的设计步骤,供工程和科研人员参考。
Fewer studies have done for performance-based seismic design of constrained block masonry structures in our country,But masonry structure remains the main building materials for a long time,so to strengthen the research on constrained concrete block masonry is necessary.In the paper research the yield displacement angle,the equivalent damping ratio of constrained concrete block masonry,and give the design steps of masonry structure based on behavior,supplying reference for researchers.
Fewer studies have done for performance-based seismic design of constrained block masonry structures in our country,But masonry structure remains the main building materials for a long time,so to strengthen the research on constrained concrete block masonry is necessary.In the paper research the yield displacement angle,the equivalent damping ratio of constrained concrete block masonry,and give the design steps of masonry structure based on behavior,supplying reference for researchers.
引文
[1]夏敬谦,丁世文,崔际枫,等.水平配筋墙片抗震性能的试验研究[J].建筑结构,1999,(6):37-40.XIA Jingqian,DING Shiwen,CUI Jifeng,et al.Ex-perimental study for seismic behavior of horizontal rein-forced walls[J].Building Structure,1999,(6):37-40.
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[3]施楚贤,谢小军.混凝土小型空心砌块砌体受力性能[J].建筑结构,1999,(3):10-13.SHI Chuxian,XIE Xiaojun.Mechanical properties of concrete small hollow block masonry[J].Building Structure,1999,(3):10-13.
[4]翟希梅,唐岱新.混凝土小型空心砌块空腔墙体的恢复力试验研究[J].哈尔滨工业大学学报,2001,34(6):26-31.ZHAI Ximei,TANG Daixin.Experimental research on restoring force of concrete small hollow block cavity walls[J].Journal of Harbin Institute of Technology,2001,34(6):26-31.
[5]金伟良,徐铨彪,潘金龙,等.不同构造措施混凝土空心小型砌块砌体的抗侧力性能试验研究[J].建筑结构学报,2001,22(6):64-72.JIN Weiliang,XU Quanbiao,PAN Jinlong,et al.Lateral resistance behavior experimental study of differ-ent construction measures of concrete small hollow block masonry[J].Journal of Building Structure,2001,22(6):64-72.
[6]李振威,刘伟庆.设置芯柱的混凝土小型空心砌块墙体抗震性能研究[J].工程抗震,1999,(2):8-16.LI Zhenwei,LIU Weiqing.Seismic behavior research of concrete small hollow block walls with column[J].Engineering Seismic,1999,(2):8-16.
[7]施楚贤,周海冰.配筋砌体剪力墙的抗震性能[J].建筑结构学报,1997,18(6):32-40.SHI Chuxian,ZHOU Haibing.Seismic behavior of re-inforced masonry shear walls[J].Journal of Building Structures,1997,18(6):32-40.
[8]李利群,刘伟庆.设置构造柱的混凝土小型空心砌块砌体抗震性能的研究[J].工程抗震,2001,(4):16-20.LI Liqun,LIU Weiqing.Seismic performance research of concrete hollow small block masonry with construc-tional column[J].Engineering Seismic,2001,(4):16-20.
[9]李利群,刘伟庆.约束混凝土小型空心砌块砌体抗震性能试验研究[J].南京建筑工程学院学报,2001,57(2):19-26.LI Liqun,LIU Weiqing.Seismic performance experi-mental study of confined concrete small hollow block masonry[J].Journal of Architectural Engineering of Nanjing Institute,2001,57(2):19-26.
[10]熊立红.多层混凝土砌块结构性态抗震研究[D].哈尔滨:中国地震局工程力学研究所,2004.XIONG Lihong.Performance-based seismic study of multilayer concrete block structure[D].Harbin:In-stitute of Engineering Mechanics,China Earthquake Administration,2004.
[11]张毅斌,张前国,邬瑞锋,等.混凝土小型空心砌块组合墙抗侧力试验研究[J].世界地震工程,2001,17(2):98-103.ZHANG Yibin,ZHANG Qianguo,WU Ruifeng,et al.Lateral bearing test study of concrete small hollow block combination walls[J].World Earthquake Engi-neering,2001,17(2):98-103.
[12]蔡勇,施楚贤,易思甜.配筋混凝土砌块砌体剪力墙位移延性设计方法[J].湖南大学学报:然科学版,2005,32(3):52-55.CAI Yong,SHI Chuxian,YI Sitian.Displacement ductility design method of reinforced concrete masonry shear walls[J].Journal of Hunan University:Natu-ral Science Edition,2005,32(3):52-55.
[13]常兆中.混凝土砌块结构非线性地震反应分析及基于性能的抗震设计方法[D].北京:中国建筑科学研究院,2005.CHANG Zhaozhong.Nonlinear seismic response anal-ysis and performance based seismic design method of concrete block structure[D].Beijing:Architure Sci-ence Institute of China,2005.
[14]吕伟荣.砌体基本力学性能及高层配筋砌块砌体剪力墙抗震性能研究[D].长沙:湖南大学,2007.LIU Weirong.Basic mechanical properties of masonry and seismic performance study of high-rise reinforced-block-masonry shear walls[D].Changsha:Hunan University,2007.
[15]孙巧珍,闰维明,周锡元,等.带构造柱的水平配筋双排孔封底砌块墙片抗震性能试验研究[J].施工技术,2006,35(6):93-95.SUN Qiaozhen,YAN Weiming,ZHOU Xiyuan,et al.Seismic behavior experimental study of horizontal reinforced double hole cover brick walls with construc-tional column[J].Construction Technology,2006,35(6):93-95.
[16]杨德健,高永孚,孙锦镖,等.构造柱-芯柱体系混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2000,21(4):22-27.YANG Dejian,GAO Yongfu,SUN Jinbiao,et al.Experimental study on seismic performance of concrete block walls with structural column and column system[J].Journal of Building Structure,2000,21(4):22-27.
[17]Miranda E,Garcia JG.Evaluation of approximate methods to estimate maximum inelastic displacement demands[J].Earthquake Engineering and Structural Dynamics,2002,(31):539-560.
[18]M.J.Kowalsky,M.J.N.Priestley,G.A.macrae.Displacement-based design of RC bridge col-umns in seismic regions[J].Earthquake Engineer-ing and Structural Dynamics,1995,(24):1623-1 643.
[19]GB50011-2010,建筑抗震设计规范[S].
[20]Bertero V.V.Overview of seismic risk reduction in urban areas:role,important,and reliability of cur-rent US seismic codes-performance based seismic engi-neering[C]//Proceedings of the China-US Bilateral Workshop on Seismic Codes.Guangzhou,China:1996.1-7.
[2]施楚贤,杨伟军.配筋砌块砌体剪力墙的受剪承载力及可靠性分析[J].建筑结构,2001,(3):41-44.SHI Chuxian,YANG Weijun.Analysis of shear bear-ing capacity and reliability of reinforced block masonry shear wall[J].Building Structure,2001,(3):41-44.
[3]施楚贤,谢小军.混凝土小型空心砌块砌体受力性能[J].建筑结构,1999,(3):10-13.SHI Chuxian,XIE Xiaojun.Mechanical properties of concrete small hollow block masonry[J].Building Structure,1999,(3):10-13.
[4]翟希梅,唐岱新.混凝土小型空心砌块空腔墙体的恢复力试验研究[J].哈尔滨工业大学学报,2001,34(6):26-31.ZHAI Ximei,TANG Daixin.Experimental research on restoring force of concrete small hollow block cavity walls[J].Journal of Harbin Institute of Technology,2001,34(6):26-31.
[5]金伟良,徐铨彪,潘金龙,等.不同构造措施混凝土空心小型砌块砌体的抗侧力性能试验研究[J].建筑结构学报,2001,22(6):64-72.JIN Weiliang,XU Quanbiao,PAN Jinlong,et al.Lateral resistance behavior experimental study of differ-ent construction measures of concrete small hollow block masonry[J].Journal of Building Structure,2001,22(6):64-72.
[6]李振威,刘伟庆.设置芯柱的混凝土小型空心砌块墙体抗震性能研究[J].工程抗震,1999,(2):8-16.LI Zhenwei,LIU Weiqing.Seismic behavior research of concrete small hollow block walls with column[J].Engineering Seismic,1999,(2):8-16.
[7]施楚贤,周海冰.配筋砌体剪力墙的抗震性能[J].建筑结构学报,1997,18(6):32-40.SHI Chuxian,ZHOU Haibing.Seismic behavior of re-inforced masonry shear walls[J].Journal of Building Structures,1997,18(6):32-40.
[8]李利群,刘伟庆.设置构造柱的混凝土小型空心砌块砌体抗震性能的研究[J].工程抗震,2001,(4):16-20.LI Liqun,LIU Weiqing.Seismic performance research of concrete hollow small block masonry with construc-tional column[J].Engineering Seismic,2001,(4):16-20.
[9]李利群,刘伟庆.约束混凝土小型空心砌块砌体抗震性能试验研究[J].南京建筑工程学院学报,2001,57(2):19-26.LI Liqun,LIU Weiqing.Seismic performance experi-mental study of confined concrete small hollow block masonry[J].Journal of Architectural Engineering of Nanjing Institute,2001,57(2):19-26.
[10]熊立红.多层混凝土砌块结构性态抗震研究[D].哈尔滨:中国地震局工程力学研究所,2004.XIONG Lihong.Performance-based seismic study of multilayer concrete block structure[D].Harbin:In-stitute of Engineering Mechanics,China Earthquake Administration,2004.
[11]张毅斌,张前国,邬瑞锋,等.混凝土小型空心砌块组合墙抗侧力试验研究[J].世界地震工程,2001,17(2):98-103.ZHANG Yibin,ZHANG Qianguo,WU Ruifeng,et al.Lateral bearing test study of concrete small hollow block combination walls[J].World Earthquake Engi-neering,2001,17(2):98-103.
[12]蔡勇,施楚贤,易思甜.配筋混凝土砌块砌体剪力墙位移延性设计方法[J].湖南大学学报:然科学版,2005,32(3):52-55.CAI Yong,SHI Chuxian,YI Sitian.Displacement ductility design method of reinforced concrete masonry shear walls[J].Journal of Hunan University:Natu-ral Science Edition,2005,32(3):52-55.
[13]常兆中.混凝土砌块结构非线性地震反应分析及基于性能的抗震设计方法[D].北京:中国建筑科学研究院,2005.CHANG Zhaozhong.Nonlinear seismic response anal-ysis and performance based seismic design method of concrete block structure[D].Beijing:Architure Sci-ence Institute of China,2005.
[14]吕伟荣.砌体基本力学性能及高层配筋砌块砌体剪力墙抗震性能研究[D].长沙:湖南大学,2007.LIU Weirong.Basic mechanical properties of masonry and seismic performance study of high-rise reinforced-block-masonry shear walls[D].Changsha:Hunan University,2007.
[15]孙巧珍,闰维明,周锡元,等.带构造柱的水平配筋双排孔封底砌块墙片抗震性能试验研究[J].施工技术,2006,35(6):93-95.SUN Qiaozhen,YAN Weiming,ZHOU Xiyuan,et al.Seismic behavior experimental study of horizontal reinforced double hole cover brick walls with construc-tional column[J].Construction Technology,2006,35(6):93-95.
[16]杨德健,高永孚,孙锦镖,等.构造柱-芯柱体系混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2000,21(4):22-27.YANG Dejian,GAO Yongfu,SUN Jinbiao,et al.Experimental study on seismic performance of concrete block walls with structural column and column system[J].Journal of Building Structure,2000,21(4):22-27.
[17]Miranda E,Garcia JG.Evaluation of approximate methods to estimate maximum inelastic displacement demands[J].Earthquake Engineering and Structural Dynamics,2002,(31):539-560.
[18]M.J.Kowalsky,M.J.N.Priestley,G.A.macrae.Displacement-based design of RC bridge col-umns in seismic regions[J].Earthquake Engineer-ing and Structural Dynamics,1995,(24):1623-1 643.
[19]GB50011-2010,建筑抗震设计规范[S].
[20]Bertero V.V.Overview of seismic risk reduction in urban areas:role,important,and reliability of cur-rent US seismic codes-performance based seismic engi-neering[C]//Proceedings of the China-US Bilateral Workshop on Seismic Codes.Guangzhou,China:1996.1-7.
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