Accurate Nonlinear Analysis of Tower and Cable in Construction of Main Cable for Suspension Bridge

黄平明,梅葵花,徐岳.大跨度悬索桥主缆系统施工控制计算[J].西安公路交通大学学报,2000,20(4):19-22.HUANG Pingming,MEI Kuihua,XU Yue.The calculation method of main cable system construction control of long-span suspension bridge[J].Journal of Xi'an Highway University,2000,20(4):19-22.[2] 黄平明,梅葵花,孙胜江.大跨径悬索桥猫道承重索施工控制计算方法[J].中国公路学报,2000,13(3):45-48.HUANG Pingming,MEI Kuihua,SUN Shengjiang.Research on the calculation method of construction control on bearing cable system of long-span suspension bridge[J].China Journal of Highway and Transport,2000,13(3):45-48.[3] 唐茂林,强士中,沈锐利.悬索桥成桥主缆计算的悬链线方法[J].铁道学报,2003,25(1):87-91.TANG Maolin,QIANG Shizhong,SHEN Ruili.Segmental catenary method of calculating the cable curve of suspension bridge[J].Journal of the China Railway Society,2003,25(1):87-91.[4] 唐茂林,沈锐利,强士中.大跨度悬索桥丝股架设线形计算的精确方法[J].西南交通大学学报,2001,36(3):303-307.TANG Maolin,SHEN Ruili,QIANG Shizhong.An accurate calculation method for erecting curves of wire strands of long suspension bridge[J].Jounal of Southwest Jiaotong University,2001,36(3):303-307.[5] 杨孟刚,陈政清.两节点曲线索单元精细分析的非线性有限元法[J].工程力学,2003,20(1):42-47.YANG Menggang,CHEN Zhengqing.Two-node centenary element for the analysis of cable structure based on UL formula[J].China Civil Engineering Journal,2003,20(1):42-47.