[1]袁爱民,戴航,孙大松.基于EI及MAC混合算法的斜拉桥传感器优化布置[J].振动、测试与诊断,2009,29(1):55-59.
YUAN Ai-min,DAI Hang,SUN Da-song.Optimal sensor place-ment of cable-stayed bridge using mixed algorithm based on effec-tive independence and modal assurance criterion methods[J].Jour-nal of Vibration,Measurement&Diagnosis,2009,29(1):55-59.
[2]袁爱民,戴航,李延和.EI法和MAC法在模态试验传感器优化布置中应用比较[J].工业建筑,2008(38):343-347.
YUAN Ai-min,DAI Hang,LI Yan-he.Application comparison ofoptimization of sensor placement in modal test using EI method andMAC method[J].Industrial Buildings,2008(38):343-347.
[3]Kammer D C.Sensor placement for on-orbit modal identificationand correlation of large space structures[J].Journal of Guidance,Control and Dynamics,1991,14(2):251-259.
[4]秦仙蓉,张令弥.一种基于QR分解的逐步累积法传感器配置[J].振动、测试与诊断,2001,21(3):168-173.
QIN Xian-rong,ZHANG Ling-mi.Successive sensor placement formodal paring based on QR-factorization[J].Journal of Vibration,Measurement&Diagnosis,2001,21(3):168-173.
[5]杨永贤,王福敏,周筠莉.城市轻轨连续刚构桥动力特性分析[J].公路交通技术,2007(2):94-97.
YANG Yong-xian,WANG Fu-min,ZHOU Yun-li.Analysis ofdynamic behavior of continuous rigid frame bridge for urban lightrail[J].Technology of Highway and Transport,2007(2):94-97.
[6]赵小磊,李国普.悬索桥动力特性分析[J].规划与设计,2010(17):384-386.
ZHAO Xiao-lei,LI Guo-pu.Analysis on dynamic behavior ofsuspension bridge[J].Planning and Design,2010(17):384-386.
[7]刘云,钱振东.润扬大桥北汊斜拉桥的动力分析模型和动力特性的研究[J].交通运输工程与信息学报,2006,4(1):99-103.
LIU Yun,QIAN Zhen-dong.Research on the analytical model anddynamic characteristics of the cable-stayed bridge of Runyangbridge[J].Journal of Transportation Engineering and Information,2006,4(1):99-103.
[8]刘宇,毕丹,李兆霞.大跨斜拉桥基于遗传算法的传感器优化布置方法[J].东南大学学报,2009,39(4):825-829.
LIU Yu,BI Dan,LI Zhao-xia.Optimal placement of accelerome-ters in long cable-stayed bridges based on genetic algorithm[J].Journal of Southeast University,2009,39(4):825-829.
|