| 双参数弹性地基上预应力锚索地梁内力的计算 |
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| 引用本文： | 董霞. 双参数弹性地基上预应力锚索地梁内力的计算[J]. 山西建筑, 2007, 33(27): 130-131 |
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| 作者姓名： | 董霞 |
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| 作者单位： | 常德电业局房地产公司,湖南,常德,415000 |
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| 摘 要： | 介绍了用双参数弹性地基梁计算预应力锚索地梁内力的计算方法,并结合常张高速公路某工点工程实例,将双参数弹性地基梁和连续梁方法的计算结果与工程实测值进行比较,指出在预应力锚索地梁正常工作状态下,采用双参数弹性地基梁法的计算结果与真实情况更加吻合。
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| 关 键 词： | 预应力锚索 地梁 内力 双参数弹性地基 |
| 文章编号： | 1009-6825（2007）27-0130-02 |
| 修稿时间： | 2007-03-17 |
A method of internal force calculation on prestessed anchor rope beam on double parameters elastic foundation |
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| DONG Xia. A method of internal force calculation on prestessed anchor rope beam on double parameters elastic foundation[J]. Shanxi Architecture, 2007, 33(27): 130-131 |
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| Authors: | DONG Xia |
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| Abstract: | An introduction is given to the rational design of beam with prestressed anchor rope based on double parameters' hypothesis.An engineering case analysis is given to compare the results of double parameters elastic foundation method,continuous beam method and field test value.The comparisons show that the double parameters foundation method is more accurate and satisfying. |
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| Keywords: | prestessed anchor rope beam on foundation internal force double parameters elastic foundation |
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