| 桩基的减震性能分析 |
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| 引用本文： | 牛春良,杨春田. 桩基的减震性能分析[J]. 特种结构, 2000, 17(3): 7-9 |
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| 作者姓名： | 牛春良 杨春田 |
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| 作者单位： | 包头钢铁设计研究总院,014010 |
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| 摘 要： | 工程抗震的实践证明 :凡是采用桩基的建 (构 )筑物的震害普遍较不打桩的同类建筑轻。本文对桩基的减震性能进行了分析 ,可供设计时参考
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| 关 键 词： | 桩基 减震性能 分析 |
The Pile Foundation's Performance of Reducing Building's Seismic Response |
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| Niu Chunliang,Yang Chuntian. The Pile Foundation's Performance of Reducing Building's Seismic Response[J]. Special Structures, 2000, 17(3): 7-9 |
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| Authors: | Niu Chunliang Yang Chuntian |
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| Abstract: | It's proved that all of buildings or special structures with pile foundations exist a strong antiseismic ability than others without pile foundation in occured earthquake.The pile foundation's performance of reducing effect of seismic action is analyzed in this paper.The results may be for reference. |
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| Keywords: | Pile foundation Performance of reducing effect of seismic action Analysis |
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