减震控制技术在大跨空间网壳结构中的研究与发展
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摘要
目的阐述减震控制技术在大跨空间网壳结构中的研究和发展.方法介绍了网壳结构的隔震技术、调谐质量阻尼器(TMD)、黏滞性阻尼器(FVD)等减震控制方式在工程中的应用,并介绍了国内外减震控制技术在大跨空间网壳结构中的发展现状.结果对于大跨空间网壳结构,减震控制技术是一项有效的减震方法.结论大跨空间网壳结构的减震研究已取得了一定进展,但仍有一些问题需要解决,比如对于空间结构,不同方向的地震作用往往是同量级的,应考虑多维地震输入,阻尼器的设置和位置的合理布置等也有待研究.
The article introduces the domestic and international development and application of the spatial reticulated shell structures,the applications of seismic isolation,TMD and FVD in the projects.It is an effectine anti-earthquake measurement to apply the struetural contral technology to anti-earthquake design of long-span spatial reticalated shell structure.But there are still some other problems that need to be solned,for example,the different direction earthquake was often with the same magnitude,regarding the spatial reticulated shell structunes;the multi-dimensional eanthquake input and the reasonakle position and arrangement of the dampers should the considered.
The article introduces the domestic and international development and application of the spatial reticulated shell structures,the applications of seismic isolation,TMD and FVD in the projects.It is an effectine anti-earthquake measurement to apply the struetural contral technology to anti-earthquake design of long-span spatial reticalated shell structure.But there are still some other problems that need to be solned,for example,the different direction earthquake was often with the same magnitude,regarding the spatial reticulated shell structunes;the multi-dimensional eanthquake input and the reasonakle position and arrangement of the dampers should the considered.
引文
[1]沈世钊.大跨空间结构的发展———回顾与展望[J].土木工程学报,1998,3(31):5-14.
[2]沈世钊.大跨空间结构理论研究和工程实践[J].中国工程科学,2001,3(3):34-41.
[3]欧进萍.结构振动控制———主动、半主动和智能控制[M].北京:科学出版社,2003.
[4]李宏男,李忠献,祁皑,等.结构振动与控制[M].北京:中国建筑工业出版社,2005.
[5]Yao J T P.Concept of Structure Control.Journal ofStructural Division[J].ASCE,1972,98(7):1567-1574.
[6]严慧,董石麟.板式橡胶支座节点的设计与应用研究[J].空间结构,1995,1(2):33-40.
[7]倪军,胥传喜.空间网架结构的振动控制研究[J].世界地震工程,1998,14(3):49-53.
[8]周晓峰,陈福江,董石麟.黏弹性阻尼材料支座在网壳结构减震控制中的性能研究[J].空间结构,2000,6(4):21-27.
[9]高博青,董石麟.折板式网壳结构的抗震及减震研究[J].浙江大学学报,2002,29(5)589-594.
[10]肖建春,聂建国,马克俭,等.预应力网壳结构中加劲板式橡胶支座的计算模型及设计[J].建筑结构学报,2001,22(3):54-59.
[11]薛素铎,周乾.SMA-橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34-38.
[12]Shingu K,Fukushma K.Base isolation and fuzzy vi-bration control of a spherical shell subjected to seismicforces[J].Proc.of Asia-Pacific Vibration Confer-ence,Kitakyushu,Japan,1993,1413-1418.
[13]Shingu K,Fukushma K.Dynamic response of baseisolated rotational shell with edge beam and fuzzy vi-bration control of the shell[J].International Journalof Space Strucures,1997,12(3-4):173-179.
[14]胡继军,黄金贵,李春祥,等.网壳-TMD风振动控制分析[J].建筑结构学报,2001,22(3):31-35.
[15]叶继红,陈明月,沈世钊.TMD减震系统在网壳结构中的应用[J].哈尔滨建筑大学学报,2000,33(5):10-14.
[16]叶继红,陈明月,沈世钊.网壳结构TMD减震系统的优化设计[J].振动工程学报,2000,13(3):376-384.
[17]叶继红,陈明月,沈世钊.TMD系统在单层球壳振动控制中的参数分析[J].空间结构,1999,5(2):10-17.
[18]叶继红,陈明月,沈世钊.TMD系统在单层柱壳振动控制中的参数分析[J].工业建筑,2000,30(4):9-13.
[19]叶继红,沈世钊.TMD系统在单层鞍壳振动控制中的适用性分析[J].工业建筑,2000,30(4):14-17.
[20]范峰,沈世钊.网壳结构的黏滞阻尼减震分析与试验研究[J].地震工程与工程振动,2000,20(1):105-111.
[21]范峰,沈世钊.单层球壳模拟地震振动台试验及结构减震试验研究[J].哈尔滨建筑大学学报,2000,33(3):18-22.
[22]曹资,薛素铎.空间结构抗震理论与设计[M].北京:科学出版社,2005.
[23]Aida T,Aso T,Nakamoto K,etc.Vibration control ofshell structures using a shell-type dynamic vibrationabsorber[J].Journal of Sound and Vibration,1998,218(2):245-267.
[24]Horr A M,Schmidt L C.Dynamic response of adamped large space structure:a new fraction-spec-tral approach[J].International Journal of SpaceStructure,1995,10(2):113-120.
[25]Horr A M,Schmidt L C.Frequency domain dynamicanalysis of large space structures with added elec-tromeric dampers[J].International Journal of SpaceStructure,1996,11(3):279-289.
[26]Horr A M,Schmidt L C.Fractional-spectralmethod for vibration of damped space structures[J].Engineering Structure,1996,18(12):947-956.
[27]Zhang Y G,Ren G Z.A practical method on seismicresponse controlled double layer cylindrical latticeshell with variable stiffness members[C].Japan,IASSSymposium,Nagoya,2001.
[28]倪莉,张毅刚.可控制杆件在双层柱面网壳结构中的最优化布置[J].世界地震工程,2001,17(3):98-104.
[29]瞿伟廉,徐幼麟.ER/MR智能阻尼器对空间网壳结构地震反应的半主动控制[J].地震工程与工程振动,2001,21(4):24-31.
[30]Shingu K,Kawanishi T,Harumoto M.A study on ac-tive control of a conical shell subjected to seismicforces[J].IASS,Dresden and Cottbus,East Ger-many,1990,(3):305-309.
[31]Zhou Y H,Tzou H S.Active control of nonlinearpiezoelectric circular shallow spherical shells[J].In-ternational Journal of Solids and Structure,2000,37(12):1663-1677.
[32]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.
[2]沈世钊.大跨空间结构理论研究和工程实践[J].中国工程科学,2001,3(3):34-41.
[3]欧进萍.结构振动控制———主动、半主动和智能控制[M].北京:科学出版社,2003.
[4]李宏男,李忠献,祁皑,等.结构振动与控制[M].北京:中国建筑工业出版社,2005.
[5]Yao J T P.Concept of Structure Control.Journal ofStructural Division[J].ASCE,1972,98(7):1567-1574.
[6]严慧,董石麟.板式橡胶支座节点的设计与应用研究[J].空间结构,1995,1(2):33-40.
[7]倪军,胥传喜.空间网架结构的振动控制研究[J].世界地震工程,1998,14(3):49-53.
[8]周晓峰,陈福江,董石麟.黏弹性阻尼材料支座在网壳结构减震控制中的性能研究[J].空间结构,2000,6(4):21-27.
[9]高博青,董石麟.折板式网壳结构的抗震及减震研究[J].浙江大学学报,2002,29(5)589-594.
[10]肖建春,聂建国,马克俭,等.预应力网壳结构中加劲板式橡胶支座的计算模型及设计[J].建筑结构学报,2001,22(3):54-59.
[11]薛素铎,周乾.SMA-橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34-38.
[12]Shingu K,Fukushma K.Base isolation and fuzzy vi-bration control of a spherical shell subjected to seismicforces[J].Proc.of Asia-Pacific Vibration Confer-ence,Kitakyushu,Japan,1993,1413-1418.
[13]Shingu K,Fukushma K.Dynamic response of baseisolated rotational shell with edge beam and fuzzy vi-bration control of the shell[J].International Journalof Space Strucures,1997,12(3-4):173-179.
[14]胡继军,黄金贵,李春祥,等.网壳-TMD风振动控制分析[J].建筑结构学报,2001,22(3):31-35.
[15]叶继红,陈明月,沈世钊.TMD减震系统在网壳结构中的应用[J].哈尔滨建筑大学学报,2000,33(5):10-14.
[16]叶继红,陈明月,沈世钊.网壳结构TMD减震系统的优化设计[J].振动工程学报,2000,13(3):376-384.
[17]叶继红,陈明月,沈世钊.TMD系统在单层球壳振动控制中的参数分析[J].空间结构,1999,5(2):10-17.
[18]叶继红,陈明月,沈世钊.TMD系统在单层柱壳振动控制中的参数分析[J].工业建筑,2000,30(4):9-13.
[19]叶继红,沈世钊.TMD系统在单层鞍壳振动控制中的适用性分析[J].工业建筑,2000,30(4):14-17.
[20]范峰,沈世钊.网壳结构的黏滞阻尼减震分析与试验研究[J].地震工程与工程振动,2000,20(1):105-111.
[21]范峰,沈世钊.单层球壳模拟地震振动台试验及结构减震试验研究[J].哈尔滨建筑大学学报,2000,33(3):18-22.
[22]曹资,薛素铎.空间结构抗震理论与设计[M].北京:科学出版社,2005.
[23]Aida T,Aso T,Nakamoto K,etc.Vibration control ofshell structures using a shell-type dynamic vibrationabsorber[J].Journal of Sound and Vibration,1998,218(2):245-267.
[24]Horr A M,Schmidt L C.Dynamic response of adamped large space structure:a new fraction-spec-tral approach[J].International Journal of SpaceStructure,1995,10(2):113-120.
[25]Horr A M,Schmidt L C.Frequency domain dynamicanalysis of large space structures with added elec-tromeric dampers[J].International Journal of SpaceStructure,1996,11(3):279-289.
[26]Horr A M,Schmidt L C.Fractional-spectralmethod for vibration of damped space structures[J].Engineering Structure,1996,18(12):947-956.
[27]Zhang Y G,Ren G Z.A practical method on seismicresponse controlled double layer cylindrical latticeshell with variable stiffness members[C].Japan,IASSSymposium,Nagoya,2001.
[28]倪莉,张毅刚.可控制杆件在双层柱面网壳结构中的最优化布置[J].世界地震工程,2001,17(3):98-104.
[29]瞿伟廉,徐幼麟.ER/MR智能阻尼器对空间网壳结构地震反应的半主动控制[J].地震工程与工程振动,2001,21(4):24-31.
[30]Shingu K,Kawanishi T,Harumoto M.A study on ac-tive control of a conical shell subjected to seismicforces[J].IASS,Dresden and Cottbus,East Ger-many,1990,(3):305-309.
[31]Zhou Y H,Tzou H S.Active control of nonlinearpiezoelectric circular shallow spherical shells[J].In-ternational Journal of Solids and Structure,2000,37(12):1663-1677.
[32]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.
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