| 建筑物整体平移工程轨道沉降与沉降差的计算方法 |
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| 引用本文： | 吴二军.建筑物整体平移工程轨道沉降与沉降差的计算方法[J].工业建筑,2005,35(Z1):879-880. |
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| 作者姓名： | 吴二军 |
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| 作者单位： | 吴二军（河海大学,土木工程学院,南京,210098） |
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| 摘 要： | 轨道沉降和沉降差是影响建筑物整体平移工程安全的最关键的指标之一。采用了无限长弹性地基梁计算简图模拟平移轨道,在弹性地基梁变形理论公式的基础上,提出了平移轨道沉降和沉降差的实用计算方法,并提供了工程算例。
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| 关 键 词： | 建筑物整体平移工程 弹性地基梁 平移轨道 沉降 沉降差 |
| 修稿时间： | 2004年12月20 |
CALCULATING METHOD OF SETTLEMENT AND SETTLEMENT DIFFERENCE OF TRACK FOR BUILDING MONOLITHIC MOVING ENGINEERING |
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| Wu Erjun.CALCULATING METHOD OF SETTLEMENT AND SETTLEMENT DIFFERENCE OF TRACK FOR BUILDING MONOLITHIC MOVING ENGINEERING[J].Industrial Construction,2005,35(Z1):879-880. |
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| Authors: | Wu Erjun |
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| Abstract: | The settlement of settlement difference of track is one of the most important parameters that influences the security of building monolithic moving engineering.In this paper,infinite long beam calculating diagram was used to simulate the track.On the basis of theory formula for deformation of elastic-groundsill-beam,the practical method for settlement and settlement difference of track was put forward.At last,an example was provided. |
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| Keywords: | building monolithic moving engineering elastic-groundsill-beam track settlement settlement difference |
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