[1] 吕西林,叶 骅.结构主动控制和混合控制的新发展[J].世界地震工程,1997,13(2):21-29.
LU Xi-lin,YE Hua.New Developments in Active and Hybrid Structural Control[J].World Information on Earthquake Engineering,1997,13(2):21-29.
[2]阎维明,周福霖,谭 平.土木工程结构振动控制的研究进展[J].世界地震工程,1997,13(2):8-20.
YAN Wei-ming,ZHOU Fu-lin,TAN Ping.Development of Vibration Control for Civil Engineering Structures[J].World Information on Earthquake Engineering,1997,13(2):8-20.
[3]XU X L,HE Q,KO J M.Dynamic Response of Damper-connected Adjacent Buildings Under Earthquake Excitation[J].Engineering Structures,1999,21(2):135-148.
[4]欧进萍,关新春,吴 斌,等.智能型压电-摩擦耗能器[J].地震工程与工程振动,2000,20(1):81-86.
OU Jin-ping,GUAN Xin-chun,WU Bin,et al.Smart Piezoelectric-friction Damper[J].Earthquake Engineering and Engineering Vibration,2000,20(1):81-86.
[5]欧进萍,杨 飏.压电-T型变摩擦阻尼器及其性能试验与分析[J].地震工程与工程振动,2003,23(4):171-177.
OU Jin-ping,YANG Yang.Piezoelectric-T Shape Variable Friction Damper and Its Performance Tests and Analysis[J].Earthquake Engineering and Engineering Vibration,2003,23(4):171-177.
[6]张玉良,汪 洋,张铜生.橡胶垫隔震结构弹塑性动力分析[J].建筑结构,2003,33(1):64-67.
ZHANG Yu-liang,WANG Yang,ZHANG Tong-sheng.Elasto-plastic Dynamic Analysis for the Structure with the Rubber Bearing Base-isolation System[J].Building Structure,2003,33(1):64-67.
[7]邓雪松.隔震结构的设计与分析方法[J].世界地震工程,2000,16(4):118-123.
DENG Xue-song.Design and Analysis Method of Isol-ated Structures[J].World Information on Earthquake Engineering,2000,16(4):118-123.
[8]胡卫兵,王骏涛.压电摩擦阻尼隔震结构地震响应及控制分析[J].振动与冲击,2007,26(2):79-83.
HU Wei-bing,WANG Jun-tao.Earthquake Response and Control Analysis of Isolation Structure with Piezoelectric Friction Damper[J].Journal of Vibration and Shock,2007,26(2):79-83.