| 梅山连拱坝的变形性态研究 |
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| 引用本文： | 顾冲时,李雪红,吴中如. 梅山连拱坝的变形性态研究[J]. 河海大学学报(自然科学版), 2000, 28(2): 59-63 |
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| 作者姓名： | 顾冲时 李雪红 吴中如 |
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| 作者单位： | 1. 河海大学水利水电工程学院,江苏,南京,210098
2. 广东省南水水电厂,广东,韶关,512700 |
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| 摘 要： | 梅山连拱坝由于结构单薄、对周围环境变化比较敏感，结合梅山连拱坝的实测资料，采用多种模型和分析方法，对其变形性态进行了分析和研究，得出梅山大坝变形、稳定、强度和裂缝等的不利荷载工况。
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| 关 键 词： | 梅山水库 连拱坝 变形性态 评估分析方法 |
| 修稿时间： | 1999-07-20 |
Research on Deformation behavior of Multiple Arch Dam |
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| GU Chong shi ,LI Xue hong ,WU Zhong ru ,SONG Yi ming. Research on Deformation behavior of Multiple Arch Dam[J]. Journal of Hohai University (Natural Sciences ), 2000, 28(2): 59-63 |
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| Authors: | GU Chong shi LI Xue hong WU Zhong ru SONG Yi ming |
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| Affiliation: | GU Chong shi 1,LI Xue hong 1,WU Zhong ru 1,SONG Yi ming 2 |
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| Abstract: | Meishan multiple arch dam issensitive to its environment because of its thin structure. Based on the observation data,the deformation behavior of this multiple arch dam is analyzed and studied with many kindsof models and analysis methods. Some unfavorable loading conditions affecting deformation,stability, strength, cracking, and so on are obtained. |
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| Keywords: | Meishan Reservoir multiple archdam deformation behavior unfavorable loading condition |
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