| 地基辐射阻尼对高拱坝非线性地震反应的影响 | |
| 王进廷 ; 潘坚文 ; 张楚汉 ; WANG Jin-ting ; PAN Jian-wen ; ZHANG Chu-han | |
| 2010-06-10 ; 2010-06-10 | |
| 关键词 | 拱坝 强地震 辐射阻尼 混凝土损伤 横缝开度 arch dam strong earthquake nonlinear response radiation damping concrete damage contraction joint opening TV642.4 |
| 其他题名 | Effect of radiation damping on nonlinear response of high arch dams |
| 中文摘要 | 本文建立了一种拱坝-地基-库水系统地震反应分析的非线性有限元模型,可以同时考虑无限地基的辐射阻尼、坝体混凝土损伤开裂非线性和坝体横缝非线性等影响高拱坝地震反应的关键因素。利用所建立的有限元模型,以我国拟建的大岗山高拱坝为例,分析研究了地基辐射阻尼对坝体混凝土损伤开裂和坝体横缝开度的影响。结果表明,地基辐射阻尼可以明显减小强地震荷载作用下,坝体中上部的损伤开裂程度和坝体横缝的最大张开度,并改变其分布规律。; A nonlinear finite element model is developed for analyzing the seismic response of arch dam-foundation rock-reservoir system.The radiation damping of infinite foundation rock,damage of dam concrete and opening of contraction joint can be considered simultaneously in this model.The model is applied to analyze the Dagangshan high arch dam with height 210m.The effect of radiation damping on damage of dam concrete and opening of contraction joints are investigated.The results show that the radiation damping can reduce the seismic damage of the upper-middle portion of the dam and the maximum joint openings under strong earthquake.; 国家自然科学基金项目(90510018,50309005); 国家973资助项目(2007CB714100) |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/59636]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 王进廷,潘坚文,张楚汉,等. 地基辐射阻尼对高拱坝非线性地震反应的影响[J],2010, 2010. |
| APA | 王进廷,潘坚文,张楚汉,WANG Jin-ting,PAN Jian-wen,&ZHANG Chu-han.(2010).地基辐射阻尼对高拱坝非线性地震反应的影响.. |
| MLA | 王进廷,et al."地基辐射阻尼对高拱坝非线性地震反应的影响".(2010). |
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