| 上海浦东国际机场候机楼R2钢屋架足尺试验研究 |
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| 引用本文： | 陈以一,沈祖炎,赵宪忠,陈扬骥,汪大绥,高承勇,陈红宇.上海浦东国际机场候机楼R2钢屋架足尺试验研究[J].建筑结构学报,1999,20(2):9-17. |
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| 作者姓名： | 陈以一 沈祖炎 赵宪忠 陈扬骥 汪大绥 高承勇 陈红宇 |
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| 作者单位： | 同济大学!上海200092,同济大学!上海200092,同济大学!上海200092,同济大学!上海200092,华东建筑设计研究院,华东建筑设计研究院,华东建筑设计研究院 |
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| 摘 要： | 本文介绍了上海浦东国际机场候机楼张弦梁式钢屋架足尺模型在预应力张拉和加载两阶段的试验研究。与试验结果的比较表明，文中建立的张拉非线性分析模型和整体结构受力分析模型是适用的；试验结果和数值分析还表明，屋架在静力荷载作用下的结构分析可以采用线性理论。
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| 关 键 词： | 钢结构 预应力 张弦梁 足尺试验 |
| 收稿时间： | 1999-04-05 |
| 修稿时间： | 1999-04-05 |
Experimental Study on a Full-scale Roof Truss of Shanghai Pudong International Airport Terminal |
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| Chen Yiyi,Shen Zuyan,Zhao Xianzhong,Chen Yangii Wang Dasui,Gao Chengyong,Chen Hongyu.Experimental Study on a Full-scale Roof Truss of Shanghai Pudong International Airport Terminal[J].Journal of Building Structures,1999,20(2):9-17. |
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| Authors: | Chen Yiyi Shen Zuyan Zhao Xianzhong Chen Yangii Wang Dasui Gao Chengyong Chen Hongyu |
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| Affiliation: | Chen Yiyi ;Shen Zuyan ;Zhao Xianzhong ;Chen Yangii (Tongji University) Wang Dasui; Gao Chengyong ;Chen Hongyu (East China Institute of Architectural Design and Research) |
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| Abstract: | The full-scale truss composed of arch-beam and cable used in the roof structure of Shanghai Pudong international Airport Terminal has been tested in the stages of prestressing and loading conditions respectively. linear and nonlinear analytic models are established and numerical simulation Performed, which gives good agreement with the test results. Both the test and analysis show that the linear theory has sufficient accuracy to indicate the behavior of roof structure under static loading. |
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| Keywords: | steel structure prestress cable-beam full-scale test |
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