| 基于ANSYS平台的斜拉桥成桥索力优化方法 |
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| 引用本文： | 陈颜,高明大.基于ANSYS平台的斜拉桥成桥索力优化方法[J].山西建筑,2011,37(16):183-184. |
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| 作者姓名： | 陈颜 高明大 |
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| 作者单位： | 广西工学院土木建筑工程系,广西柳州,545006 |
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| 摘 要： | 利用ANSYS的APDL二次开发功能来实现斜拉桥成桥索力的优化，即利用ANSYS二次开发相应的调索程序，使成桥索力调整计算工作更简便、高效和精确，可为以后斜拉桥成桥状态下初始索力优化提供指导。
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| 关 键 词： | 斜拉桥 斜拉索 索力优化 |
Optimization method of cable tensions for stayed-cable bridge based on ANSYS |
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| CHEN Yan,GAO Ming-da.Optimization method of cable tensions for stayed-cable bridge based on ANSYS[J].Shanxi Architecture,2011,37(16):183-184. |
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| Authors: | CHEN Yan GAO Ming-da |
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| Affiliation: | CHEN Yan GAO Ming-da |
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| Abstract: | Optimization of the cable tensions in completed state by the method using the APDL in ANSYS was put forward, such as editing programme for calculation of cable tensions by ANSYS, result in updating for calbe tensions was more simple, efficient and accurate. It can be ref- erenced by the relative optimization of initial calbe tensions for completed stayed-cable bridge in the future. |
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| Keywords: | stayed-cable bridge stay cable optimization of cable tensions |
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