| 高层建筑物的沉降监测与沉降量预估 |
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| 引用本文： | 杨军,;杨建永,;高江华.高层建筑物的沉降监测与沉降量预估[J].适用技术之窗,2008(5):236-238. |
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| 作者姓名： | 杨军 ;杨建永 ;高江华 |
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| 作者单位： | [1]江西理工大学建筑与测绘学院,江西赣州341000; [2]赣州宏远电力勘测设计院,江西赣州341000 |
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| 摘 要： | 稳定、均匀的沉降是高层建筑物安全使用的必要保证，因此分析沉降原因，严格遵守沉降观测相关要求及过程，并获得精确的实测资料是非常重要的。在加荷稳定后，地基沉降呈双曲线发展，现对双曲线函数进行平移．并结合数值计算对沉降进行预测，经实践证明，其结果接近实测值。
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| 关 键 词： | 沉降 双曲线函数 VBA程序设计 数值计算 |
Settlement Monitoring and Estimation of Settlement Quaintity about High Buildings |
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| Affiliation: | Yang Jianyong ,Yang Jun, Gao Jianghua (1.College of Architecture and Survey, Jiangxi University of Science and Technology, Jiangxi Ganzhou 341000; 2.Ganzhou Hongyuan Electic Power Survey and Design Institue, Jiangxi Ganzhou 341000) |
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| Abstract: | The stable and uniform settlement is necessary for using high buildings safely, so it is very important to analyse the settlement causes and strictly compliance with relative requirement and process of settlement,acquire accurate and real information. After loading stably, the settlement curve of foundation is developing to hyperbolic, Then, translation of hyperbolic function and numerical caculation predict settlement. It is proved in practice that the results close to the measured value. |
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| Keywords: | Settlement llyperbolic Function VBA Program Design Numerical Caculation |
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