[1] 魏建东,刘山洪.基于拉索静态线形的索力测定[J].工程力学,2003,20(3):104-107.
WEI Jian-dong,LIU Shan-hong.Tension Calculation of Cable by Its Static Profile[J].Engineering Mechanics,2003,20(3):104-107.
[2]苏 成,徐郁峰,韩大建.频率法测量索力中的参数分析与索抗弯刚度的识别[J].公路交通科技,2005,22(5):75-78.
SU Cheng,XU Yu-feng,HAN Da-jian.Parameter Analysis and Identification of Bending Stiffness of Cables During Tension Measurements by Frequency Method[J].Journal of Highway and Transportation Research and Development,2005,22(5):75-78.
[3]王 济,胡 晓.MATLAB在振动信号处理中的应用[M].北京:中国水利水电出版社,2006.
WANG Ji,HU Xiao.Application of MATLAB in Vibration Signal Process[M].Beijing:China Water Power Press,2006.
[4]许 俊.斜拉索索力简化计算中的精度分析[J].同济大学学报,2001,29(5):611-615.
XU Jun.Precision Analysis of Calculating Tension Force of Cable[J].Journal of Tongji University,2001,29(5):611-615.
[5]李东生.拱桥吊杆损伤监测与健康诊断[D].哈尔滨:哈尔滨工业大学,2007.
LI Dong-sheng.Arch Bridge Suspender Damage Moni-toring and Health Diagnosis[D].Harbin:Harbin Institute of Technology,2007.
[6]周绪红,戴 鹏,狄 谨.钢箱梁斜拉桥成桥索力优化分析[J].建筑科学与工程学报,2007,24(2):19-23.
ZHOU Xu-hong,DAI Peng,DI Jin.Optimization Analysis of Cable Tensions of Dead Load State for Cable-stayed Bridge with Steel Box Girder[J].Journal of Architecture and Civil Engineering,2007,24(2):19-23.
[7]梁 鹏,徐 岳,刘永健.斜拉索分析统一理论及其应用[J].建筑科学与工程学报,2006,23(1):68-77.
LIAN Peng,XU Yue,LIU Yong-jian.Unified Analysis Theory of Cable Stay and Its Applications[J].Journal of Architecture and Civil Engineering,2006,23(1):68-77.
[8]乔陶鹏,严普强,邓 焱,等.斜拉索索力估算中振动信号处理方法的改进[J].清华大学学报:自然科学版,2003,43(5):644-647.
QIAO Tao-peng,YAN Pu-qiang,DENG Yan,et al.Data Processing of Vibration Signals for Cable Tension Estimation[J].Journal of Tsinghua University:Science and Technology,2003,43(5):644-647.
[9]魏建东.索力测定常用公式精度分析[J].公路交通科技,2004,21(2):53-56.
WEI Jian-dong.Precision Analysis of Conventional Formulas Calculating Cable Tension[J].Journal of Highway and Transportation Research and Development,2004,21(2):53-56.
[10]程 磊,瞿伟廉.基于Hilbert-Huang变换理论的非平稳数据处理[J].建筑科学与工程学报,2007,24(1):26-30.
CHENG Lei,QU Wei-lian.Non-stationary Data Pro-cessing Based on Hilbert-Huang Transform Theory[J].Journal of Architecture and Civil Engineering,2007,24(1):26-30.
[11]陈 刚,任伟新.基于环境振动的斜拉索基频识别[J].地震工程与工程振动,2003,23(3):100-106.
CHEN Gang,REN Wei-xin.Ambient Vibration Based Identification of Fundamental Frequencies of Stay Cables[J].Earthquake Engineering and Engineering Vibration,2003,23(3):100-106.