| 南京奥体网球中心雨篷拉索虚拟张拉技术 |
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| 引用本文： | 边广生,郭正兴,石开荣.南京奥体网球中心雨篷拉索虚拟张拉技术[J].建筑技术,2005,36(4):261-262. |
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| 作者姓名： | 边广生 郭正兴 石开荣 |
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| 作者单位： | 东南大学土木工程学院,210096 |
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| 摘 要： | 南京奥体网球中心半决赛场雨篷采用钢框架拉索下压张拉技术。施工过程应用虚拟张拉技术进行指导，采用新颖的强迫就位张拉法解决传统张拉方法中存在的一些问题，并用有限元计算程序对结构进行施工过程分析。
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| 关 键 词： | 虚拟 张拉 拉索 预应力 |
| 文章编号： | 1000-4726(2005)04-0261-02 |
VIRTUAL TENSIONING TECHNIQUE FOR CANOPY TENSILE CABLES IN NANJ1NG OLYMPIC TENNIS CENTER |
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| BIAN Guangsheng,GUO Zhengxing,SHI Kairong.VIRTUAL TENSIONING TECHNIQUE FOR CANOPY TENSILE CABLES IN NANJ1NG OLYMPIC TENNIS CENTER[J].Architecture Technology,2005,36(4):261-262. |
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| Authors: | BIAN Guangsheng GUO Zhengxing SHI Kairong |
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| Affiliation: | BIAN Guangsheng GUO Zhengxing SHI Kairong |
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| Abstract: | Steel frame tensile cable tensioning technology is adopted for the rain shelter of the semi-final competition field in Nanjing Olympic Tennis Center. Virtual tensioning technology is applied to conduct the construction process, and with compulsory position tensioning, a new method for tensioning, the problems that may result from traditional tensioning method are avoided while FEM program is employed to analyze the structure construction process. |
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| Keywords: | virtual tensioning tensile cable pre-stress |
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