| 查国鹏,张鼎,丁国荣.基于影响矩阵法的大跨径混凝土斜拉桥索力优化[J].安徽建筑大学学报,2019,27(1):12-16 |
| 基于影响矩阵法的大跨径混凝土斜拉桥索力优化 |
| The Cable Force Optimization of Long-span Concrete Cable-stayed Bridgebased on the Influence Matrix Method |
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| DOI： |
| 中文关键词: 索力优化 混凝土斜拉桥 有限元 影响矩阵法 拉压与弯曲应变能 |
| 英文关键词: The cable force optimization Cable-stayed bridge Finite element The influence matrix method Tension and
bending strain energy |
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| 摘要点击次数: 7176 |
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| 中文摘要: |
| 斜拉索张拉索力对大跨径混凝土斜拉桥结构内力有重要的影响作用，有必要进行优化计算得到合理
成桥索力，确定其合理成桥状态。论文以水阳江特大桥为工程背景，提出基于拉压和弯曲应变能之和的影响
矩阵法，结合桥梁有限元软件Midas/Civil 建立水阳江特大桥有限元模型，经过优化计算分析得到成桥优化索
力。经过基于影响矩阵法优化得到的索力均匀合理，索力优化结果满足设计与施工要求，为同类桥梁设计与
施工提供一定的借鉴意义与参考价值。 |
| 英文摘要: |
| The tension force of stay cables has great influence on structural internal force of the long cable-stayed bridge，
it’s necessary to optimize the calculation to get reasonable cable force to determine its reasonable e as-built bridge stage.
The shuiyang river bridge is taken as the engineering background in this paper，and the finite element software Midas/
Civil is used to establish model of the shuiyang bridge model. The influence matrix method based on the sum of strain
energy of tension，compression and bending is proposed to obtain the optimum cable force of as-built bridge state by optimization
calculation and analysis. The optimized cable force based on the influence matrix method is uniform and reasonable，
and meets the design and construction requirements. It will provide some reference and reference value for similar
bridge design and construction. |
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