采用开孔式双钢管约束屈曲支撑的网壳结构减震分析与实验研究
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摘要
开孔式双钢管约束屈曲支撑是一种性能良好的耗能减震构件,且适用于网壳结构.利用ANSYS有限元分析软件对开孔式双钢管约束屈曲支撑进行了拉压循环荷载作用下的滞回性能的模拟分析.为了验证这种新型约束屈曲支撑替换网壳结构部分杆件后的减震效果,设计制作了球面网壳结构模型,进行了开孔式双钢管约束屈曲支撑替换网壳杆件的振动台试验.在替换杆件不多的情况下,主要测点的动力响应有所减小,说明新型约束屈曲支撑在网壳结构中的减震策略有效、可行.
The perforating double-steel tube buckling-restrained braces(BRBs) is an energy damping device,which can be suitable for space structure as a novel device of good performance.Based on the ANSYS software,the hysteretic curve of the perforating double-steel tube buckling-restrained brace through the simulation of the cyclic-loading test is obtained.In order to test the vibration reduction effect of the reticulated Shell with several elements replaced by the perforating double-steel tube the vibration test of a reticulated Shell model with several elements replaced by the BRBs was carried out on the shaking table.The result shows that the seismic response of shell with Buckling Restrained Braces decrease,and that this study is valuable for further research and practical application for the vibration control of reticulated shell.
The perforating double-steel tube buckling-restrained braces(BRBs) is an energy damping device,which can be suitable for space structure as a novel device of good performance.Based on the ANSYS software,the hysteretic curve of the perforating double-steel tube buckling-restrained brace through the simulation of the cyclic-loading test is obtained.In order to test the vibration reduction effect of the reticulated Shell with several elements replaced by the perforating double-steel tube the vibration test of a reticulated Shell model with several elements replaced by the BRBs was carried out on the shaking table.The result shows that the seismic response of shell with Buckling Restrained Braces decrease,and that this study is valuable for further research and practical application for the vibration control of reticulated shell.
引文
[1]秦乃兵,张毅刚,茹洋.采用新型阻尼杆的双层柱面网壳结构减震分析与试验研究[J].建筑结构学报,2005,26(6):108-113.QIN Nai-bing,ZHANG Yi-gang,RU Yang.Shaking table experimental study on earthquake resistance control of double-layer latticed cylindrical shell with new type damper element[J].Journal of building structures,2005,26(6):108-113.
[2]范峰,沈世钊.单层柱面网壳的粘滞阻尼器减震分析[J].世界地震工程,2003,19(2):28-29.FAN Feng,SHEN Shi-zhao.Vibration reduction analysis of viscous damper on single-layer reticulated vaults[J].World Earthquake Engineering,2003,19(2):28-29.
[3]张凯.钢网壳结构采用粘滞阻尼器的动力稳定性控制分析[D].上海:同济大学,2009.ZHANG Kai.The dynamical stability control of reticulated shell with viscous dampers[D].Shanghai:Tongji Uni-versity,2009.
[4]叶继红,陈月明,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.YE Ji-hong,CHEN Yue-ming,SHEN Shi-zhao.The present situation of seismic vibration control of reticulated shell structures using TMD system[J].Journal of Harbin University of Civil Engineering and Architecture,2000,33(5):10-14.
[5]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.QU Wei-lian,XU You-lin.Semi-active control for earthquake responses of reticulated shells with ER/MR smart dampers[J].Journal of Earthquake Engineering and Engineering Vibration,2001,21(4):24-31.
[6]朱礼敏,钱基宏,张维岳.双层柱面网壳采用粘滞阻尼器的减震参数分析[J].建筑结构学报,2007,28(4):24-31.ZHU Li-min,QIAN Ji-hong,ZHANG Wei-yue.Parameter analysis of vibration reduction of double-layer cylindri-cal latticed shell with viscous dampers[J].Journal of building structures,2007,28(4):24-31.
[7]杨飏,李友明,何政.双层球面网壳结构的阻尼替代杆件减振控制研究[J].世界地震工程,2011,21(7):83-89.YANG Yang,LI You-ming,HE Zheng.Vibration control analysis of a double-layer spherical latticed shell with re-placed bar-type dampers[J].World Earthquake Engineering,2011,21(7):83-89.
[8]哈敏强.普通和新型抑制屈曲支撑的力学性能及其应用研究[D].上海:同济大学,2004.HA Min-qiang.Study on the mechanical performances and applications of conventional and innovative Buckling Re-strained Braces[D].Shanghai:Tongji University,2004.
[9]余绍锋,郑维科,邓长根.新型抑制屈曲支撑构造及稳定性研究[J].结构工程师,2008,24(3):55-59.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Research on Construction and Stability of a New-Style BRB[J].Structural Engineers,2008,24(3):55-59.
[10]ANSI/SISC345-05.Seismic provisions for structural steel buildings[S].American Institute of Steel Construc-tion,2005:84-87.
[2]范峰,沈世钊.单层柱面网壳的粘滞阻尼器减震分析[J].世界地震工程,2003,19(2):28-29.FAN Feng,SHEN Shi-zhao.Vibration reduction analysis of viscous damper on single-layer reticulated vaults[J].World Earthquake Engineering,2003,19(2):28-29.
[3]张凯.钢网壳结构采用粘滞阻尼器的动力稳定性控制分析[D].上海:同济大学,2009.ZHANG Kai.The dynamical stability control of reticulated shell with viscous dampers[D].Shanghai:Tongji Uni-versity,2009.
[4]叶继红,陈月明,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.YE Ji-hong,CHEN Yue-ming,SHEN Shi-zhao.The present situation of seismic vibration control of reticulated shell structures using TMD system[J].Journal of Harbin University of Civil Engineering and Architecture,2000,33(5):10-14.
[5]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.QU Wei-lian,XU You-lin.Semi-active control for earthquake responses of reticulated shells with ER/MR smart dampers[J].Journal of Earthquake Engineering and Engineering Vibration,2001,21(4):24-31.
[6]朱礼敏,钱基宏,张维岳.双层柱面网壳采用粘滞阻尼器的减震参数分析[J].建筑结构学报,2007,28(4):24-31.ZHU Li-min,QIAN Ji-hong,ZHANG Wei-yue.Parameter analysis of vibration reduction of double-layer cylindri-cal latticed shell with viscous dampers[J].Journal of building structures,2007,28(4):24-31.
[7]杨飏,李友明,何政.双层球面网壳结构的阻尼替代杆件减振控制研究[J].世界地震工程,2011,21(7):83-89.YANG Yang,LI You-ming,HE Zheng.Vibration control analysis of a double-layer spherical latticed shell with re-placed bar-type dampers[J].World Earthquake Engineering,2011,21(7):83-89.
[8]哈敏强.普通和新型抑制屈曲支撑的力学性能及其应用研究[D].上海:同济大学,2004.HA Min-qiang.Study on the mechanical performances and applications of conventional and innovative Buckling Re-strained Braces[D].Shanghai:Tongji University,2004.
[9]余绍锋,郑维科,邓长根.新型抑制屈曲支撑构造及稳定性研究[J].结构工程师,2008,24(3):55-59.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Research on Construction and Stability of a New-Style BRB[J].Structural Engineers,2008,24(3):55-59.
[10]ANSI/SISC345-05.Seismic provisions for structural steel buildings[S].American Institute of Steel Construc-tion,2005:84-87.
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