| 云阳长江公路大桥施工控制仿真斜拉索模拟分析 |
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| 引用本文： | 张宝魁,马清珍.云阳长江公路大桥施工控制仿真斜拉索模拟分析[J].交通科技与经济,2007,9(1):1-4. |
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| 作者姓名： | 张宝魁 马清珍 |
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| 作者单位： | 1. 河北工业大学,土木工程学院,天津,300132
2. 天津商学院,管理学院,天津,300134 |
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| 摘 要： | 斜拉桥施工控制仿真计算,用平面梁单元模拟斜拉索单元,能够满足施工控制对索力的精度要求;同时主梁应力剔除斜拉索弯矩值的影响后,也能够满足施工控制对主梁应力精度的要求。
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| 关 键 词： | 斜拉桥 施工控制 仿真计算 平面梁单元 |
| 文章编号： | 1008-5696（2007）01-0001-04 |
| 修稿时间： | 2006-08-27 |
On the construction control in simulating cable-stayed bridge on Yunyang Changjiang River |
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| ZHANG Bao-kui,MA Qing-zhen.On the construction control in simulating cable-stayed bridge on Yunyang Changjiang River[J].Technology & Economy in Areas of Communications,2007,9(1):1-4. |
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| Authors: | ZHANG Bao-kui MA Qing-zhen |
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| Institution: | 1. School of Civil Engineering, Hebei University of Technology, Tianj in 300132, China; 2. School of Management, Tianj in University of Commerce, Tianjin 300134, China |
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| Abstract: | Plane beam cell by simulating cable cell can meet with the need of cable force precision of construction control in simulating the cable-stayed bridge.At the same time the beam stress is capable of the need of the beam stress precision of construction control when eliminating the influence of cable moment. |
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| Keywords: | cable-stayed bridge construction control simulation calculation plane beam cell |
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