[1] 沈锐利.悬索桥主缆系统设计及架设计算方法研究[J].土木工程学报,1996,29(2):3-9.
SHEN Rui-li.Calculation Methods for Design and Erection of Cable Curve of Suspension Bridge[J].China Civil Engineering Journal,1996,29(2):3-9.
[2]唐茂林,强士中,沈锐利.悬索桥成桥主缆线形计算的分段悬链线法[J].铁道学报,2003,25(1):87-91.
TANG Mao-lin,QIANG Shi-zhong,SHEN Rui-li.Segmental Catenary Method of Calculating the Cable Curve of Suspension Bridge[J].Journal of the China Railway Society,2003,25(1):87-91.
[3]陈常松,陈政清,颜东煌.悬索桥主缆初始位形的悬链线方程精细迭代分析法[J].工程力学,2006,23(8):62-68.
CHEN Chang-song,CHEN Zheng-qing,YAN Dong-huang.Accurate Iteration Method to Calculate the Initial States of Main Cables of Suspension Bridges[J].Engineering Mechanics,2006,23(8):62-68.
[4]吉姆辛 N J.缆索支承桥梁——概念与设计[M].2版.金增洪,译.北京:人民交通出版社,2002.
GIMSING N J.Cable Supported Bridges:Concept and Design[M].2nd ed.Translated by JIN Zeng-hong.Beijing:China Communications Press,2002.
[5]KNUDSON W C.Static and Dynamic Analysis of Cable Net Structure[D].Berkeley:University of California,1971.
[6]IRVINE H M.Cable Structures[M].Cambridge:MIT Press,1981.
[7]唐茂林.大跨度悬索桥空间几何非线性分析与软件开发[D].成都:西南交通大学,2003.
TANG Mao-lin.3D Geometric Nonlinear Analysis of Long-span Suspension Bridge and Its Software Development[D].Chengdu:Southwest Jiaotong University,2003.
[8]金凯德.数值分析[M].北京:机械工业出版社,2005.
JIN Kai-de.Numerical Analysis[M].Beijing:China Machine Press,2005.
[9]MAGRAB E B,AZARM S,BALACHANDRAN B,et al.An Engineer's Guide to MATLAB[M].New York:Prentice Hall,2005.
[10]孙仁博,王天明.材料力学[M].北京:中国建筑工业出版社,1995.
SUN Ren-bo,WANG Tian-ming.Mechanics of Ma-terials[M].Beijing:China Architecture & Building Press,1995.