参考文献/References:
[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 University,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 cylindrical 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 replaced 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 Restrained 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/SISC 345-05.Seismic provisions for structural steel buildings[S].American Institute of Steel Construction,2005:84-87.