农居结构隔震技术研究现状
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摘要
从地基隔震、基础隔震和混合隔震三类隔震技术3个方面分别阐述了农居结构隔震技术的国内外研究现状。重点介绍了常用的摩擦滑移隔震技术以及隔震滑移位移问题;针对农居工程建设的现状,提出了几个亟待解决或需进一步研究完善的问题。可为从事该研究和设计工作的相关人员提供一定的参考。
The research status of isolation technology of rural residential structure is expounded in this paper,including foundation isolation,base isolation and mixed isolation. And the commonly used friction sliding isolation technology and the difficulties in isolated slip displacement are mainly introduced. Then,based on analysis of the present status rural engineering,the existing problems that either need to be solved urgently or required further research are pointed out. The works will provide a reference for the relevant research and design work in this field.
The research status of isolation technology of rural residential structure is expounded in this paper,including foundation isolation,base isolation and mixed isolation. And the commonly used friction sliding isolation technology and the difficulties in isolated slip displacement are mainly introduced. Then,based on analysis of the present status rural engineering,the existing problems that either need to be solved urgently or required further research are pointed out. The works will provide a reference for the relevant research and design work in this field.
引文
[1]李钢,刘晓宇,李宏男.汶川地震村镇建筑结构震害调查与分析[J].大连理工大学学报,2009,49(5):724-730.LI Gang,LIU Xiaoyu,LI Hongnan.Seismic damage investigation and analysis on rural buildings in Wenchuan earthquake[J].Journal of Dalian University of Technology,2009,49(5):724-730.(in Chinese)
[2]王成.玉树4·14地震建筑结构震害调查与分析[J].建筑结构,2010,40(8):106-109.WANG Cheng.Investigation and analysis of building structure damage in Yushu Earthquake[J].Building Structure,2010,40(8):106-109.(in Chinese)
[3]中国建筑科学研究院.2008年汶川地震建筑震害图片集[M].北京:中国建筑工业出版社,2008.China Academy of Building Research.Photo Collection of 2008 Wenchuan Earthquake Damage to Buildings[M].Beijing:China Architecture&Building Press,2008.(in Chinese)
[4]孙景江,李山有,戴君武,等.青海玉树7.1级地震震害[M].北京:地震出版社,2016.
[5]杜秋男,孙海峰,王丽梅,等.农村地区隔震技术的应用[J].城市与减灾,2016,(5):69-71.
[6]李立.建筑物的滑动隔震-隔震技术的研究与应用[M].北京:地震出版社,1991:50-68.LI Li.Research and Application of Sliding Isolation Technology of Building[M].Beijing:Earthquake Publishing House,1991:50-68.(in Chinese)
[7]高云学,杨玉成.寒冷地区砖结构房屋地震破坏特征和减轻震害的措施[J].防灾减灾学报,1989,5(3):71-77.GAO Yunxue,YANG Yucheng.Earthquake damage feature of brick structure house and shock absorption measure in cold area[J].Journal of Disaster Prevention and Disaster Reduction,1989,5(3):71-77.(in Chinese)
[8]AHMAD S,GHANI F,ADIL M R.Seismic friction base isolation performance using demolished waste in masonry housing[J].Construction&Building Materials,2009,23(23):146-152.
[9]AHMAD S,MASOOD A,HUSAIN A.Seismic pure friction base isolation performance using demolished waste in two-storey masonry building[J].Journal of the Institution of Engineers(India):Civil Engineering Division,2011,91(2):10-17.
[10]NANDA R P,AGARWAL P,SHRIKHANDE M.Suitable friction sliding materials for base isolation of masonry buildings[J].Shock&Vibration,2012,9(6):1327-1339.
[11]王海刚.村镇建筑砂垫层摩擦滑移隔震性能试验研究[D].西安:西安建筑科技大学,2013.WANG Haigang.Experimental research on frictional sliding properties of rural isolated structure of sand cushion[D].Xi'an:Xi'an University of Architecture and Technology,2013.(in Chinese)
[12]楼永林,王敏权,苏志奇.多层砖房底部滑移减震研究[J].建筑结构学报,1994,15(1):24-31.LOU Yonglin,WANG Minquan,SU Zhiqi.Study on sliding shock absorption joint layer at bottom part of multistory brick masonry structure[J].Journal of Building Structures,1994,15(1):24-31.(in Chinese)
[13]周福霖.工程结构减震控制[M].北京:地震出版社,1997.ZHOU Fulin.Engineering Structural Seismic Absorption Control[M].Beijing:Earthquake Publishing House,1997.(in Chinese)
[14]谷伟,夏禹,刘斌.石墨滑移隔震砌体房屋错动位移研究[J].武汉理工大学学报,2003,25(2):27-30.GU Wei,XIA Yu,LIU Bin.The research on alternate displacement about base-sliding masonry structure with graphite[J].Journal of Wuhan University of Technology,2003,25(2):27-30.(in Chinese)
[15]谷伟,李艺,刘斌.双向地震耦合作用对基础摩擦隔震结构的影响[J].东北大学学报(自然科学版),2003,24(10):986-989.GU Wei,LI Yi,LIU Bin.Coupling effect of bidirectional earthquake on multi-storey structures on isolated frictional base[J].Journal of Northeastern University(Natural Science),2003,24(10):986-989.(in Chinese)
[16]宋秉泽,张晓临.基底摩擦减震多层砖房设计研究[J].工程抗震,1991,(4):20-25.
[17]曹万林,周中一,王卿,等.农村房屋新型隔震与抗震砌体结构振动台试验研究[J].振动与冲击,2011,30(11):209-213.CAO Wanlin,ZHOU Zhongyi,WANG Qing,et al.Experimental study on base vibration isolation and anti-seismic masonry structure in rural areas by shaking table test[J].Journal of Vibration and Shock,2011,30(11):209-213.(in Chinese)
[18]曹万林,叶炜,张玉山,等.玻璃珠-石墨基础滑移隔震砌体结构工作性能试验研究[J].自然灾害学报,2015,(5):37-46.CAO Wanlin,YE Wei,ZHANG Yushan,et al.Experimental study on working performance of the base sliding isolated masonry structure with glass beads-graphite layer[J].Journal of Natural Disasters,2015,(5):37-46.(in Chinese)
[19]钱国桢,许刚,宋新初.一种新型的沥青阻尼隔震垫(BS垫)及其应用[J].浙江建筑,2001,(1):24-26.
[20]钱国桢,宋新初,丁根明,等.沥青老化的防治及其在隔震垫中的应用[J].工程抗震,2001,(4):44-47.
[21]黄海生.改性沥青隔震垫隔震性能的理论研究和实验分析[D].杭州:浙江大学,2004.HUANG Haisheng.Research and experiment analyse on the effect of a new type asphaltum on the base isolation building[D].Hangzhou:Zhejiang University,2004.(in Chinese)
[22]吕虎.改性沥青隔震垫及其隔震效果的理论与试验研究[D].武汉:华中科技大学,2012.LU Hu.The theoretical and experimental study of the modified bitumen pad and its isolation effect[D].Wuhan:Huazhong University of Science and Technology,2012.(in Chinese)
[23]付杰,熊世树,杨华荣.SBS改性沥青隔震支座性能及其应用研究[J].土木工程与管理学报,2013,30(4):44-48.FU Jie,XIONG Shishu,YANG Huarong.Properties and applications research of SBS modified asphalt isolator[J].Journal of Civil Engineering and Management,2013,30(4):44-48.(in Chinese)
[24]杜志超,田杰,钱国桢,等.SBS沥青阻尼隔震垫性能研究[J].建筑结构,2016,(11):102-106.DU Zhichao,TIAN Jie,QIAN Guozhen,et al.Research on the performance of SBS asphaltum damping isolation pad[J].Building Structure,2016,(11):102-106.(in Chinese)
[25]尚守平,周志锦,刘可,等.一种钢筋-沥青复合隔震层的性能[J].铁道科学与工程学报,2009,6(3):13-16.SHANG Shouping,ZHOU Zhijin,LIU Ke,et al.The research on the steel-asphalt isolation layer[J].Journal of Railway Science and Engineering,2009,6(3):13-16.(in Chinese)
[26]尚守平,朱博闻,吴建任,等.钢筋-沥青复合隔震层实际工程应用研究[J].湖南大学学报(自然科学版),2013,40(7):1-8.SHANG Shouping,ZHU Bowen,WU Jianren,et al.Research on steel-asphalt isolation layer in practical engineering[J].Journal of Hunan University(Natural Science),2013,40(7):1-8.(in Chinese)
[27]尚守平,杨龙.钢筋沥青隔震层位移控制研究[J].土木工程学报,2015,48(2):26-33.SHANG Shouping,YANG Long.Research on displacement control of steel-asphalt isolation layer[J].China Civil Engineering Journal,2015,48(2):26-33.(in Chinese)
[28]尚守平,易春荣.钢筋沥青隔震结构隔震效果的影响因素研究[J].建筑结构,2016,(11):91-95.SHANG Shouping,YI Chunrong.Study on influencing factors on isolation effect of steel-asphalt isolated structure[J].Building Structure,2016,(11):91-95.(in Chinese)
[29]尚守平,石宇峰,熊伟,等.沥青油膏-双飞粉混合物动剪模量的试验[J].广西大学学报自然科学版,2010,35(1):1-5.SHANG Shouping,SHI Yufeng,XIONG Wei,et al.Dynamic shear modulus of ointment-heavy calcium carbonate powder mixture[J].Journal of Guangxi University(Natural Science Edition),2010,35(1):1-5.(in Chinese)
[30]李英民,卜长明,夏洪流,等.砌体墙片滑移和固结振动台试验对比研究[J].中南大学学报(自然科学版),2012,43(8):3228-3236.LI Yingmin,BU Changming,XIA Hongliu,et al.Experimental comparative study on shaking table test of low-rise masonry wall with sliding absorption system and solid system[J].Journal of Central South University(Science and Technology),2012,43(8):3228-3236.(in Chinese)
[31]卜长明.村镇建筑简易消能减震技术抗震性能研究[D].重庆:重庆大学,2012.BO Changming.Research on seismic behavior of simple energy dissipation technology for masonry structures in rural regions[D].Chongqing:Chongqing University,2012.(in Chinese)
[32]李黎,樊爱武,孙红虎.滑移隔震结构滑移位移的数值研究[J].工程抗震与加固改造,2004,(6):30-34.LI Li,FAN Aiwu,SUN Honghu.Numerical study on sliding displacement of sliding-isolated structure[J].Earthquake Resistant Engineering and Retrofitting,2004,(6):30-34.(in Chinese)
[33]熊仲明,王清敏,丰定国,等.基础滑移隔震房屋的计算研究[J].土木工程学报,1995,28(5):21-31.XIONG Zhongming,WANG Qingmin,FENG Dingguo,et al.Study on the calculation of brick masonry structure base isolation with sliding layer[J].China Civil Engineering Journal,1995,28(5):21-31.(in Chinese)
[34]熊仲明,俞茂宏.基础滑移隔震体系的地震响应计算[J].应用力学学报,2002,19(4):139-142.XIONG Zhongming,YU Maohong.Seismic excitation calculation on base isolated system with sliding layer[J].Chinese Journal of Applied Mechanics,2002,19(4):139-142.(in Chinese)
[35]史庆轩,戎羽中,王秋维,等.村镇建筑砌体结构滑移隔震性能研究[J].震灾防御技术,2014,9(4):891-897.SHI Qingxuan,RONG Yuzhong,WANG Qiuwei,et al.Research on sliding isolation property of rural masonry structures[J].Technology for Earthquake Disaster Prevention,2014,9(4):891-897.(in Chinese)
[36]刘开康.村镇土坯结构摩擦滑移隔震技术研究[D].大连:大连理工大学,2010.LIU Kaikang.Research on friction sliding isolation technology for adobe structure in rural regions[D].Dalian:Dalian University of Technology,2010.(in Chinese)
[37]刘超宝.滑移隔震结构滑移量的ANSYS分[D].西安:西安建筑科技大学,2007.LIU Chaobao.ANSYS analysis on sliding displacement of sliding isolated structure[D].Xi'an:Xi'an University of Architecture and Technology,2007.(in Chinese)
[38]AHMADI G.Stochastic earthquake response of structures on sliding foundation[J].International Journal of Engineering Science,1983,21(2):93-102.
[39]VAFAI A,HAMIDI M,AHMADI G.A simple method for analysis of sliding structures,considering variations of friction coefficient[J].Journal of Earthquake Engineering,2000,4(2):233-250.(in Chinese)
[40]MATHEU E E,SINGH M P,Beattie C.Output feedback sliding-mode control with generalized sliding surface for civil structures under earthquake excitation[J].Earthquake Engineering&Structural Dynamics,1998,27(3):259-282.
[41]YANG Y,LEE T,TSAI I-.Response of multi-degree-of-freedom structures with sliding supports[J].Earthquake Engineering&Structural Dynamics,1990,19(5):739-752.
[42]廖健敏,王清敏.基础滑移隔震房屋动力特性的试验研究[J].建筑结构,2000,30(11):17-19.
[43]樊剑,唐家祥.带限位装置的摩擦隔震结构动力特性及地震反应分析[J].建筑结构学报,2001,22(1):20-25.FAN Jian,TANG Jiaxiang.Dynamic characteristics and earthquake response analysis of structures supported on sliding-limited friction base isolation system[J].Journal of Building Structures,2001,22(1):20-25.(in Chinese)
[44]洪峰,王前信.滞变-摩擦基底隔震支座的试验和模型[J].地震工程与工程振动,1997,17(1):1-8.HONG Feng,WANG Qianxin.Tests and model for base isolation bearings of hysteresis-friction[J].Journal of Earthquake Engineering and Engineering Vibration,1997,17(1):1-8.(in Chinese)
[45]曹晓辉.采用新型滑移隔震装置框架结构地震反应分析[D].西安:西安建筑科技大学,2012.CAO Xiaohui.New sliding isolation system seismic response analysis[D].Xi'an:Xi'an University of Architecture and Technology,2012.(in Chinese)
[46]CONSTANTINOU M C,MOKHA A S,REINHOM A M.Study of sliding bearing and helical-steel spring isolation system[J].Journal of Structure Engineering,ASCE,1991,117(4):1257-1275.
[47]樊爱武,李黎,杨军,等.摩擦力的双向相互作用对滑移位移的影响分析[J].华中科技大学学报(城市科学版),2005,22(1):44-48.FAN Aiwu,LI li,YANG Jun,et al.Effect of bidirectional interaction of friction on the response of sliding displacement[J].Huazhong University of Science and Technology(Urban Science Edition),2005,22(1):44-48.(in Chinese)
[48]李永贵.双向水平地震作用下基底摩擦滑移隔体系的动力反应分析[D].昆明:昆明理工大学,2005.
[49]朱玉华,吕西林.滑移摩擦隔震系统在多向地面运动作用下的试验研究[J].地震工程与工程振动,2002,22(5):77-84.ZHU Yuhua,LU Xilin.Shaking table tests of model building with sliding isolation system under multi-direction ground motions[J].Seismic Engineering and Engineering Vibration,2002,22(5):77-84.(in Chinese)
[50]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-46.LU Xilin,ZHU Yuhua,SHI Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-46.(in Chinese)
[51]LU L Y,CHANG W N.Effect of vertical ground motion on structures with frictional seismic isolators.Taiwan University,[NTU]Proceedings of the First Structural Conference on Structural Stability and Dynamics(Taiwan),2000:623-628.
[52]LIAUW T C,TIAN Q L.Structures on sliding base subject to horizontal and vertical motions[J].Journal of Structural Engineering,1988,114(9):2119-2129.
[53]LIN B C,Tadjbakhsh I.Effect of vertical motion on friction-driven isolation systems[J].Earthquake Engineering&Structural Dynamics,1986,14(4):609-622.
[54]JANGID R S.Seismic response of sliding structures to bidirectional earthquake excitation[J].Earthquake Engineering&Structural Dynamics,1996,25(11):1301-1306.
[55]AGRAWAL A K.Behaviour of equipment mounted over a torsionally coupled structure with sliding support[J].Engineering Structures,2000,22(1):72-84.
[56]窦远明,刘晓立,赵少伟,等.砂垫层隔震性能的试验研究[J].建筑结构学报,2005,26(1):125-128.DOU Yuanming,LIU Xiaoli,ZHAO Shaowei,et al.An experimental study of isolation performance of sand cushion[J].Journal of Building Structures,2005,26(1):125-128.(in Chinese)
[57]刘晓立,王江,窦远明,等.砂垫层厚度及基底压力对地面地震反应的影响[J].华北航天工业学院学报,2004,14(2):7-10.LIU Xiaoli,WANG Jiang,DOU Yuanming,et al.The study of seism response of sand cushion in different thickness and different foundation pressure[J].Journal of North China Institute of Aeronautical Engineering,2004,14(2):7-10.(in Chinese)
[58]刘晓立,史书阁,宋义敏,等.输入地震动对砂垫层隔震的影响[J].华北航天工业学院学报,2004,14(3):1-4.LIU Xiaoli,SHI Shuge,SONG Yimin,et al.The study of seism response of sand cushion at input different peak value[J].Journal of North China Institute of Aeronautical Engineering,2004,14(3):1-4.(in Chinese)
[59]赵少伟,窦远明,郭蓉,等.基础下砂垫层隔震性能振动台试验研究[J].河北工业大学学报,2005,34(3):92-97.ZHAO Shaowei,DOU Yuanming,GUO Rong,et al.An experimental study of isolation properties of sand cushion under the foundation by shaking table[J].Journal of Hebei University of Technology,2005,34(3):92-97.(in Chinese)
[60]刘晓立,张春梅,窦远明,等.砂垫层刚度对地面地震反应的影响研究[J].华北航天工业学院学报,2004,14(4):12-14.LIU Xiaoli,ZHANG Chunmei,DOU Yuanming,et al.The study of seism response of sand cushion in different rigidity[J].Journal of North China Institute of Aeronautical Engineering,2004,14(4):12-14.(in Chinese)
[61]潘东毅,陈捷.村镇住宅地基砂垫层摩擦滑移减灾结构动力时程分析[J].四川建材,2016,42(3):102-104.
[62]刘大榕.基于反应谱理论的并联基础隔震和砂垫层隔震研究[D].南京:河海大学,2007.LIU Darong.Research on parallel composite base isolation based on reactive spectrum theory and sand cushion isolation[D].Nanjing:Hohai University,2007.(in Chinese)
[63]TSANG H H.Seismic isolation by rubber-soil mixtures for developing countries[J].Earthquake Engineering&Structural Dynamics,2007,37(2):283-303.
[64]TSANG H H,LO S H,XU X,et al.Seismic isolation for low-to-medium-rise buildings using granulated rubber-soil mixtures:numerical study[J].Earthquake Engineering&Structural Dynamics,2012,41(14):2009-2024.
[65]尚守平,岁小溪,周志锦,等.橡胶颗粒-砂混合物动剪切模量的试验研究[J].岩土力学,2010,31(2):377-381.SHANG Shouping,SUI Xiaoxi,ZHOU Zhijin,et al.Study of dynamic shear modulus of granulated rubber-sand mixture[J].Rock and Soil Mechanics,2010,31(2):377-381.(in Chinese)
[66]岁小溪.橡胶颗粒-砂混合物的隔震性能研究[D].长沙:湖南大学,2009.SUI Xiaoxi.The study on seismic isolation performance of granulated rubber-sand mixture[D].Changsha:Hunan University,2009.(in Chinese)
[67]尚守平,刘可,姚菲.基于土与结构相互作用的铰桩-人工土复合地基结构减震的振动台试验研究[J].建筑结构,2007,37(6):8-11.SHANG Shouping,LIU Ke,YAO Fei.Study on hinge pile and artificial soil compound foundation based on SSI theory by shaking table test[J].Building Structure,2007,37(6):8-11.(in Chinese)
[68]尚守平,姚菲,刘可.软土-铰接桩体系隔震性能的振动台试验研究[J].铁道科学与工程学报,2006,3(6):19-24.SHANG Shouping,YAO Fei,LIU Ke.Shaking table testing of shock insulation by soft soil-hinged pier system[J].Journal of Railway Science and Engineering,2006,3(6):19-24.(in Chinese)
[69]钱国桢,许哲,熊世树,等.约束砂垫层隔震试点工程介绍[J].浙江建筑,2013,30(10):13-16.QIAN Guozhen,XU Zhe,XIONG Shishu,et al.Introduction of a trail seismic isolation project using constrained sand mats[J].Zhejiang Construction,2013,30(10):13-16.(in Chinese)
[70]刘斯宏,王艳巧,金远征.土工袋基础减振隔震试验[J].水利水电科技进展,2012,32(1):87-90.LIU Sihong,WANG Yanqiao,JIN Yuanzheng.Experimental study on vibration reduction and isolation of bases with soil bags[J].Advances in Science and Technology of Water Resources,2012,32(1):87-90.(in Chinese)
[71]刘德馨.滑动摩擦和弹塑性阻尼器相结合的基础隔震体系[J].四川建筑科学研究,1992(2):2-11.
[72]岳宏亮.基础摩擦滑移隔震体系若干实用技术开发与研究[D].南宁:广西大学,2007.YUE Hongliang.Research and development of utility technique on sliding base isolation system[D].Nanning:Guangxi University,2007.(in Chinese)
[73]王光洁.海南农村民居的抗震对策研究[D].广州:广州大学,2011.WANG Guangjie.Earthquake countermeasures for rural building in village of Hainan[D].Guangzhou:Guangzhou University,2011.(in Chinese)
[74]曹京源.村镇房屋低造价隔震新技术的研究[D].广州:广州大学,2011.CAO Jingyuan.Analysis on the new low-cost Isolation technical for rural housing[D].Guangzhou:Guangzhou University,2011.(in Chinese)
[75]吴延辉,李玉荣,施建波,等.砂与橡胶粒复合隔震装置分析研究[J].四川建材,2013,39(1):54-55.WU Yanhui,LI Yurong,SHI Jianbo,et al.Study of granulated rubber-sand mixed isolation device[J].Sichuan Building Materials,2013,39(1):54-55.(in Chinese)
[76]田弯.高烈度寒冷地区村镇建筑简易复合隔震技术数值分析[D].重庆:重庆大学,2015.TIAN Wan.Numerical analysis of simple composite isolation technology for rural masonry buildings in cold areas with high seismic intensity[D].Chongqing:Chongqing University,2015.(in Chinese)
[77]MARKOU A A,MANOLIS G D.A fractional derivative Zener model for the numerical simulation of base isolated structures[J].Bulletin of Earthquake Engineering,2016,14(1):283-295.
[78]姚谦峰.基础滑移隔震结构动力分析方法及计算理论研究[D].西安:西安建筑科技大学,1999.YAO Qianfeng.Dynamic analysis and calculation theory of sliding base isolation structure[D].Xi'an:Xi'an University of Architecture and Technology,1999.(in Chinese)
[79]张文芳,程文瀼,李爱群,等.九层房屋基础滑移隔震的试验、分析及应用研究[J].建筑结构学报,2000,21(3):60-68.ZHANG Wenfang,CHENG Wenrang,LI Aiqun,et al.Experiments,theoretical analyses and applied research on base sliding isolation of multistory building[J].Journal of Building Structures,2000,21(3):60-68.(in Chinese)
[2]王成.玉树4·14地震建筑结构震害调查与分析[J].建筑结构,2010,40(8):106-109.WANG Cheng.Investigation and analysis of building structure damage in Yushu Earthquake[J].Building Structure,2010,40(8):106-109.(in Chinese)
[3]中国建筑科学研究院.2008年汶川地震建筑震害图片集[M].北京:中国建筑工业出版社,2008.China Academy of Building Research.Photo Collection of 2008 Wenchuan Earthquake Damage to Buildings[M].Beijing:China Architecture&Building Press,2008.(in Chinese)
[4]孙景江,李山有,戴君武,等.青海玉树7.1级地震震害[M].北京:地震出版社,2016.
[5]杜秋男,孙海峰,王丽梅,等.农村地区隔震技术的应用[J].城市与减灾,2016,(5):69-71.
[6]李立.建筑物的滑动隔震-隔震技术的研究与应用[M].北京:地震出版社,1991:50-68.LI Li.Research and Application of Sliding Isolation Technology of Building[M].Beijing:Earthquake Publishing House,1991:50-68.(in Chinese)
[7]高云学,杨玉成.寒冷地区砖结构房屋地震破坏特征和减轻震害的措施[J].防灾减灾学报,1989,5(3):71-77.GAO Yunxue,YANG Yucheng.Earthquake damage feature of brick structure house and shock absorption measure in cold area[J].Journal of Disaster Prevention and Disaster Reduction,1989,5(3):71-77.(in Chinese)
[8]AHMAD S,GHANI F,ADIL M R.Seismic friction base isolation performance using demolished waste in masonry housing[J].Construction&Building Materials,2009,23(23):146-152.
[9]AHMAD S,MASOOD A,HUSAIN A.Seismic pure friction base isolation performance using demolished waste in two-storey masonry building[J].Journal of the Institution of Engineers(India):Civil Engineering Division,2011,91(2):10-17.
[10]NANDA R P,AGARWAL P,SHRIKHANDE M.Suitable friction sliding materials for base isolation of masonry buildings[J].Shock&Vibration,2012,9(6):1327-1339.
[11]王海刚.村镇建筑砂垫层摩擦滑移隔震性能试验研究[D].西安:西安建筑科技大学,2013.WANG Haigang.Experimental research on frictional sliding properties of rural isolated structure of sand cushion[D].Xi'an:Xi'an University of Architecture and Technology,2013.(in Chinese)
[12]楼永林,王敏权,苏志奇.多层砖房底部滑移减震研究[J].建筑结构学报,1994,15(1):24-31.LOU Yonglin,WANG Minquan,SU Zhiqi.Study on sliding shock absorption joint layer at bottom part of multistory brick masonry structure[J].Journal of Building Structures,1994,15(1):24-31.(in Chinese)
[13]周福霖.工程结构减震控制[M].北京:地震出版社,1997.ZHOU Fulin.Engineering Structural Seismic Absorption Control[M].Beijing:Earthquake Publishing House,1997.(in Chinese)
[14]谷伟,夏禹,刘斌.石墨滑移隔震砌体房屋错动位移研究[J].武汉理工大学学报,2003,25(2):27-30.GU Wei,XIA Yu,LIU Bin.The research on alternate displacement about base-sliding masonry structure with graphite[J].Journal of Wuhan University of Technology,2003,25(2):27-30.(in Chinese)
[15]谷伟,李艺,刘斌.双向地震耦合作用对基础摩擦隔震结构的影响[J].东北大学学报(自然科学版),2003,24(10):986-989.GU Wei,LI Yi,LIU Bin.Coupling effect of bidirectional earthquake on multi-storey structures on isolated frictional base[J].Journal of Northeastern University(Natural Science),2003,24(10):986-989.(in Chinese)
[16]宋秉泽,张晓临.基底摩擦减震多层砖房设计研究[J].工程抗震,1991,(4):20-25.
[17]曹万林,周中一,王卿,等.农村房屋新型隔震与抗震砌体结构振动台试验研究[J].振动与冲击,2011,30(11):209-213.CAO Wanlin,ZHOU Zhongyi,WANG Qing,et al.Experimental study on base vibration isolation and anti-seismic masonry structure in rural areas by shaking table test[J].Journal of Vibration and Shock,2011,30(11):209-213.(in Chinese)
[18]曹万林,叶炜,张玉山,等.玻璃珠-石墨基础滑移隔震砌体结构工作性能试验研究[J].自然灾害学报,2015,(5):37-46.CAO Wanlin,YE Wei,ZHANG Yushan,et al.Experimental study on working performance of the base sliding isolated masonry structure with glass beads-graphite layer[J].Journal of Natural Disasters,2015,(5):37-46.(in Chinese)
[19]钱国桢,许刚,宋新初.一种新型的沥青阻尼隔震垫(BS垫)及其应用[J].浙江建筑,2001,(1):24-26.
[20]钱国桢,宋新初,丁根明,等.沥青老化的防治及其在隔震垫中的应用[J].工程抗震,2001,(4):44-47.
[21]黄海生.改性沥青隔震垫隔震性能的理论研究和实验分析[D].杭州:浙江大学,2004.HUANG Haisheng.Research and experiment analyse on the effect of a new type asphaltum on the base isolation building[D].Hangzhou:Zhejiang University,2004.(in Chinese)
[22]吕虎.改性沥青隔震垫及其隔震效果的理论与试验研究[D].武汉:华中科技大学,2012.LU Hu.The theoretical and experimental study of the modified bitumen pad and its isolation effect[D].Wuhan:Huazhong University of Science and Technology,2012.(in Chinese)
[23]付杰,熊世树,杨华荣.SBS改性沥青隔震支座性能及其应用研究[J].土木工程与管理学报,2013,30(4):44-48.FU Jie,XIONG Shishu,YANG Huarong.Properties and applications research of SBS modified asphalt isolator[J].Journal of Civil Engineering and Management,2013,30(4):44-48.(in Chinese)
[24]杜志超,田杰,钱国桢,等.SBS沥青阻尼隔震垫性能研究[J].建筑结构,2016,(11):102-106.DU Zhichao,TIAN Jie,QIAN Guozhen,et al.Research on the performance of SBS asphaltum damping isolation pad[J].Building Structure,2016,(11):102-106.(in Chinese)
[25]尚守平,周志锦,刘可,等.一种钢筋-沥青复合隔震层的性能[J].铁道科学与工程学报,2009,6(3):13-16.SHANG Shouping,ZHOU Zhijin,LIU Ke,et al.The research on the steel-asphalt isolation layer[J].Journal of Railway Science and Engineering,2009,6(3):13-16.(in Chinese)
[26]尚守平,朱博闻,吴建任,等.钢筋-沥青复合隔震层实际工程应用研究[J].湖南大学学报(自然科学版),2013,40(7):1-8.SHANG Shouping,ZHU Bowen,WU Jianren,et al.Research on steel-asphalt isolation layer in practical engineering[J].Journal of Hunan University(Natural Science),2013,40(7):1-8.(in Chinese)
[27]尚守平,杨龙.钢筋沥青隔震层位移控制研究[J].土木工程学报,2015,48(2):26-33.SHANG Shouping,YANG Long.Research on displacement control of steel-asphalt isolation layer[J].China Civil Engineering Journal,2015,48(2):26-33.(in Chinese)
[28]尚守平,易春荣.钢筋沥青隔震结构隔震效果的影响因素研究[J].建筑结构,2016,(11):91-95.SHANG Shouping,YI Chunrong.Study on influencing factors on isolation effect of steel-asphalt isolated structure[J].Building Structure,2016,(11):91-95.(in Chinese)
[29]尚守平,石宇峰,熊伟,等.沥青油膏-双飞粉混合物动剪模量的试验[J].广西大学学报自然科学版,2010,35(1):1-5.SHANG Shouping,SHI Yufeng,XIONG Wei,et al.Dynamic shear modulus of ointment-heavy calcium carbonate powder mixture[J].Journal of Guangxi University(Natural Science Edition),2010,35(1):1-5.(in Chinese)
[30]李英民,卜长明,夏洪流,等.砌体墙片滑移和固结振动台试验对比研究[J].中南大学学报(自然科学版),2012,43(8):3228-3236.LI Yingmin,BU Changming,XIA Hongliu,et al.Experimental comparative study on shaking table test of low-rise masonry wall with sliding absorption system and solid system[J].Journal of Central South University(Science and Technology),2012,43(8):3228-3236.(in Chinese)
[31]卜长明.村镇建筑简易消能减震技术抗震性能研究[D].重庆:重庆大学,2012.BO Changming.Research on seismic behavior of simple energy dissipation technology for masonry structures in rural regions[D].Chongqing:Chongqing University,2012.(in Chinese)
[32]李黎,樊爱武,孙红虎.滑移隔震结构滑移位移的数值研究[J].工程抗震与加固改造,2004,(6):30-34.LI Li,FAN Aiwu,SUN Honghu.Numerical study on sliding displacement of sliding-isolated structure[J].Earthquake Resistant Engineering and Retrofitting,2004,(6):30-34.(in Chinese)
[33]熊仲明,王清敏,丰定国,等.基础滑移隔震房屋的计算研究[J].土木工程学报,1995,28(5):21-31.XIONG Zhongming,WANG Qingmin,FENG Dingguo,et al.Study on the calculation of brick masonry structure base isolation with sliding layer[J].China Civil Engineering Journal,1995,28(5):21-31.(in Chinese)
[34]熊仲明,俞茂宏.基础滑移隔震体系的地震响应计算[J].应用力学学报,2002,19(4):139-142.XIONG Zhongming,YU Maohong.Seismic excitation calculation on base isolated system with sliding layer[J].Chinese Journal of Applied Mechanics,2002,19(4):139-142.(in Chinese)
[35]史庆轩,戎羽中,王秋维,等.村镇建筑砌体结构滑移隔震性能研究[J].震灾防御技术,2014,9(4):891-897.SHI Qingxuan,RONG Yuzhong,WANG Qiuwei,et al.Research on sliding isolation property of rural masonry structures[J].Technology for Earthquake Disaster Prevention,2014,9(4):891-897.(in Chinese)
[36]刘开康.村镇土坯结构摩擦滑移隔震技术研究[D].大连:大连理工大学,2010.LIU Kaikang.Research on friction sliding isolation technology for adobe structure in rural regions[D].Dalian:Dalian University of Technology,2010.(in Chinese)
[37]刘超宝.滑移隔震结构滑移量的ANSYS分[D].西安:西安建筑科技大学,2007.LIU Chaobao.ANSYS analysis on sliding displacement of sliding isolated structure[D].Xi'an:Xi'an University of Architecture and Technology,2007.(in Chinese)
[38]AHMADI G.Stochastic earthquake response of structures on sliding foundation[J].International Journal of Engineering Science,1983,21(2):93-102.
[39]VAFAI A,HAMIDI M,AHMADI G.A simple method for analysis of sliding structures,considering variations of friction coefficient[J].Journal of Earthquake Engineering,2000,4(2):233-250.(in Chinese)
[40]MATHEU E E,SINGH M P,Beattie C.Output feedback sliding-mode control with generalized sliding surface for civil structures under earthquake excitation[J].Earthquake Engineering&Structural Dynamics,1998,27(3):259-282.
[41]YANG Y,LEE T,TSAI I-.Response of multi-degree-of-freedom structures with sliding supports[J].Earthquake Engineering&Structural Dynamics,1990,19(5):739-752.
[42]廖健敏,王清敏.基础滑移隔震房屋动力特性的试验研究[J].建筑结构,2000,30(11):17-19.
[43]樊剑,唐家祥.带限位装置的摩擦隔震结构动力特性及地震反应分析[J].建筑结构学报,2001,22(1):20-25.FAN Jian,TANG Jiaxiang.Dynamic characteristics and earthquake response analysis of structures supported on sliding-limited friction base isolation system[J].Journal of Building Structures,2001,22(1):20-25.(in Chinese)
[44]洪峰,王前信.滞变-摩擦基底隔震支座的试验和模型[J].地震工程与工程振动,1997,17(1):1-8.HONG Feng,WANG Qianxin.Tests and model for base isolation bearings of hysteresis-friction[J].Journal of Earthquake Engineering and Engineering Vibration,1997,17(1):1-8.(in Chinese)
[45]曹晓辉.采用新型滑移隔震装置框架结构地震反应分析[D].西安:西安建筑科技大学,2012.CAO Xiaohui.New sliding isolation system seismic response analysis[D].Xi'an:Xi'an University of Architecture and Technology,2012.(in Chinese)
[46]CONSTANTINOU M C,MOKHA A S,REINHOM A M.Study of sliding bearing and helical-steel spring isolation system[J].Journal of Structure Engineering,ASCE,1991,117(4):1257-1275.
[47]樊爱武,李黎,杨军,等.摩擦力的双向相互作用对滑移位移的影响分析[J].华中科技大学学报(城市科学版),2005,22(1):44-48.FAN Aiwu,LI li,YANG Jun,et al.Effect of bidirectional interaction of friction on the response of sliding displacement[J].Huazhong University of Science and Technology(Urban Science Edition),2005,22(1):44-48.(in Chinese)
[48]李永贵.双向水平地震作用下基底摩擦滑移隔体系的动力反应分析[D].昆明:昆明理工大学,2005.
[49]朱玉华,吕西林.滑移摩擦隔震系统在多向地面运动作用下的试验研究[J].地震工程与工程振动,2002,22(5):77-84.ZHU Yuhua,LU Xilin.Shaking table tests of model building with sliding isolation system under multi-direction ground motions[J].Seismic Engineering and Engineering Vibration,2002,22(5):77-84.(in Chinese)
[50]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-46.LU Xilin,ZHU Yuhua,SHI Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-46.(in Chinese)
[51]LU L Y,CHANG W N.Effect of vertical ground motion on structures with frictional seismic isolators.Taiwan University,[NTU]Proceedings of the First Structural Conference on Structural Stability and Dynamics(Taiwan),2000:623-628.
[52]LIAUW T C,TIAN Q L.Structures on sliding base subject to horizontal and vertical motions[J].Journal of Structural Engineering,1988,114(9):2119-2129.
[53]LIN B C,Tadjbakhsh I.Effect of vertical motion on friction-driven isolation systems[J].Earthquake Engineering&Structural Dynamics,1986,14(4):609-622.
[54]JANGID R S.Seismic response of sliding structures to bidirectional earthquake excitation[J].Earthquake Engineering&Structural Dynamics,1996,25(11):1301-1306.
[55]AGRAWAL A K.Behaviour of equipment mounted over a torsionally coupled structure with sliding support[J].Engineering Structures,2000,22(1):72-84.
[56]窦远明,刘晓立,赵少伟,等.砂垫层隔震性能的试验研究[J].建筑结构学报,2005,26(1):125-128.DOU Yuanming,LIU Xiaoli,ZHAO Shaowei,et al.An experimental study of isolation performance of sand cushion[J].Journal of Building Structures,2005,26(1):125-128.(in Chinese)
[57]刘晓立,王江,窦远明,等.砂垫层厚度及基底压力对地面地震反应的影响[J].华北航天工业学院学报,2004,14(2):7-10.LIU Xiaoli,WANG Jiang,DOU Yuanming,et al.The study of seism response of sand cushion in different thickness and different foundation pressure[J].Journal of North China Institute of Aeronautical Engineering,2004,14(2):7-10.(in Chinese)
[58]刘晓立,史书阁,宋义敏,等.输入地震动对砂垫层隔震的影响[J].华北航天工业学院学报,2004,14(3):1-4.LIU Xiaoli,SHI Shuge,SONG Yimin,et al.The study of seism response of sand cushion at input different peak value[J].Journal of North China Institute of Aeronautical Engineering,2004,14(3):1-4.(in Chinese)
[59]赵少伟,窦远明,郭蓉,等.基础下砂垫层隔震性能振动台试验研究[J].河北工业大学学报,2005,34(3):92-97.ZHAO Shaowei,DOU Yuanming,GUO Rong,et al.An experimental study of isolation properties of sand cushion under the foundation by shaking table[J].Journal of Hebei University of Technology,2005,34(3):92-97.(in Chinese)
[60]刘晓立,张春梅,窦远明,等.砂垫层刚度对地面地震反应的影响研究[J].华北航天工业学院学报,2004,14(4):12-14.LIU Xiaoli,ZHANG Chunmei,DOU Yuanming,et al.The study of seism response of sand cushion in different rigidity[J].Journal of North China Institute of Aeronautical Engineering,2004,14(4):12-14.(in Chinese)
[61]潘东毅,陈捷.村镇住宅地基砂垫层摩擦滑移减灾结构动力时程分析[J].四川建材,2016,42(3):102-104.
[62]刘大榕.基于反应谱理论的并联基础隔震和砂垫层隔震研究[D].南京:河海大学,2007.LIU Darong.Research on parallel composite base isolation based on reactive spectrum theory and sand cushion isolation[D].Nanjing:Hohai University,2007.(in Chinese)
[63]TSANG H H.Seismic isolation by rubber-soil mixtures for developing countries[J].Earthquake Engineering&Structural Dynamics,2007,37(2):283-303.
[64]TSANG H H,LO S H,XU X,et al.Seismic isolation for low-to-medium-rise buildings using granulated rubber-soil mixtures:numerical study[J].Earthquake Engineering&Structural Dynamics,2012,41(14):2009-2024.
[65]尚守平,岁小溪,周志锦,等.橡胶颗粒-砂混合物动剪切模量的试验研究[J].岩土力学,2010,31(2):377-381.SHANG Shouping,SUI Xiaoxi,ZHOU Zhijin,et al.Study of dynamic shear modulus of granulated rubber-sand mixture[J].Rock and Soil Mechanics,2010,31(2):377-381.(in Chinese)
[66]岁小溪.橡胶颗粒-砂混合物的隔震性能研究[D].长沙:湖南大学,2009.SUI Xiaoxi.The study on seismic isolation performance of granulated rubber-sand mixture[D].Changsha:Hunan University,2009.(in Chinese)
[67]尚守平,刘可,姚菲.基于土与结构相互作用的铰桩-人工土复合地基结构减震的振动台试验研究[J].建筑结构,2007,37(6):8-11.SHANG Shouping,LIU Ke,YAO Fei.Study on hinge pile and artificial soil compound foundation based on SSI theory by shaking table test[J].Building Structure,2007,37(6):8-11.(in Chinese)
[68]尚守平,姚菲,刘可.软土-铰接桩体系隔震性能的振动台试验研究[J].铁道科学与工程学报,2006,3(6):19-24.SHANG Shouping,YAO Fei,LIU Ke.Shaking table testing of shock insulation by soft soil-hinged pier system[J].Journal of Railway Science and Engineering,2006,3(6):19-24.(in Chinese)
[69]钱国桢,许哲,熊世树,等.约束砂垫层隔震试点工程介绍[J].浙江建筑,2013,30(10):13-16.QIAN Guozhen,XU Zhe,XIONG Shishu,et al.Introduction of a trail seismic isolation project using constrained sand mats[J].Zhejiang Construction,2013,30(10):13-16.(in Chinese)
[70]刘斯宏,王艳巧,金远征.土工袋基础减振隔震试验[J].水利水电科技进展,2012,32(1):87-90.LIU Sihong,WANG Yanqiao,JIN Yuanzheng.Experimental study on vibration reduction and isolation of bases with soil bags[J].Advances in Science and Technology of Water Resources,2012,32(1):87-90.(in Chinese)
[71]刘德馨.滑动摩擦和弹塑性阻尼器相结合的基础隔震体系[J].四川建筑科学研究,1992(2):2-11.
[72]岳宏亮.基础摩擦滑移隔震体系若干实用技术开发与研究[D].南宁:广西大学,2007.YUE Hongliang.Research and development of utility technique on sliding base isolation system[D].Nanning:Guangxi University,2007.(in Chinese)
[73]王光洁.海南农村民居的抗震对策研究[D].广州:广州大学,2011.WANG Guangjie.Earthquake countermeasures for rural building in village of Hainan[D].Guangzhou:Guangzhou University,2011.(in Chinese)
[74]曹京源.村镇房屋低造价隔震新技术的研究[D].广州:广州大学,2011.CAO Jingyuan.Analysis on the new low-cost Isolation technical for rural housing[D].Guangzhou:Guangzhou University,2011.(in Chinese)
[75]吴延辉,李玉荣,施建波,等.砂与橡胶粒复合隔震装置分析研究[J].四川建材,2013,39(1):54-55.WU Yanhui,LI Yurong,SHI Jianbo,et al.Study of granulated rubber-sand mixed isolation device[J].Sichuan Building Materials,2013,39(1):54-55.(in Chinese)
[76]田弯.高烈度寒冷地区村镇建筑简易复合隔震技术数值分析[D].重庆:重庆大学,2015.TIAN Wan.Numerical analysis of simple composite isolation technology for rural masonry buildings in cold areas with high seismic intensity[D].Chongqing:Chongqing University,2015.(in Chinese)
[77]MARKOU A A,MANOLIS G D.A fractional derivative Zener model for the numerical simulation of base isolated structures[J].Bulletin of Earthquake Engineering,2016,14(1):283-295.
[78]姚谦峰.基础滑移隔震结构动力分析方法及计算理论研究[D].西安:西安建筑科技大学,1999.YAO Qianfeng.Dynamic analysis and calculation theory of sliding base isolation structure[D].Xi'an:Xi'an University of Architecture and Technology,1999.(in Chinese)
[79]张文芳,程文瀼,李爱群,等.九层房屋基础滑移隔震的试验、分析及应用研究[J].建筑结构学报,2000,21(3):60-68.ZHANG Wenfang,CHENG Wenrang,LI Aiqun,et al.Experiments,theoretical analyses and applied research on base sliding isolation of multistory building[J].Journal of Building Structures,2000,21(3):60-68.(in Chinese)