| 索网屋盖结构阻尼特性试验研究 |
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| 引用本文： | 曹资,薛素铎.索网屋盖结构阻尼特性试验研究[J].地震工程与工程振动,1995,15(2):92-99. |
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| 作者姓名： | 曹资 薛素铎 |
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| 作者单位： | 北京工业大学，北京工业大学，北京工业大学，北京工业大学 中国北京 100022，中国北京 100022，中国北京 100022，中国北京 100022 |
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| 摘 要： | 为研究悬索结构阻尼特性进行了２．２５×３．００ｍ索网模型试验，探索了阻尼比幅度、阻尼比变化对地震动力内力、动力位移影响规律系列问题。综合试验与理论研究结果，对悬索结构抗震设计给出有效的结论。
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| 关 键 词： | 悬索结构 阻尼特性 阻尼比 屋盖 |
AN EXPERIMENTAL STUDY ON DAMPING BEHAVIOR OF CABLE NETWORK ROOFS |
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| Cao Zi Xue Suduo Liu Jingyuan Zhang Shanyu.AN EXPERIMENTAL STUDY ON DAMPING BEHAVIOR OF CABLE NETWORK ROOFS[J].Earthquake Engineering and Engineering Vibration,1995,15(2):92-99. |
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| Authors: | Cao Zi Xue Suduo Liu Jingyuan Zhang Shanyu |
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| Institution: | Beijing Polytechnic University |
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| Abstract: | A 2. 25X3.00m cable network model test was carried out to investigate its damping behavior. The values of damping ratio and the effect of different damping ratio on seismic response was studied. Some valuable conclusions about seismic analysis of cable suspended roofs were given. |
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| Keywords: | Cadle Structure Damping behavior Damping ratio |
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