| 柱脚位移对门式刚架钢结构设计的影响分析Ⅰ:竖向沉降 |
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| 引用本文： | 王元清,章军,石永久,陈宏.柱脚位移对门式刚架钢结构设计的影响分析Ⅰ:竖向沉降[J].低温建筑技术,2006(6):33-36. |
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| 作者姓名： | 王元清 章军 石永久 陈宏 |
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| 作者单位： | 清华大学土木工程系,北京,100084 |
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| 摘 要： | 在门式刚架结构中,由于各种原因导致地基产生竖向变形,结构的地基沉降是不可避免的。在GB50007-2002《建筑地基基础设计规范》中,对建筑物的地基沉降也作了明确的规定。本文通过算例,分别讨论单跨和双跨以及有无吊车等4种门式刚架结构形式由于地基沉降对结构分析和设计的影响。
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| 关 键 词： | 地基变形 门式刚架 影响分析 |
| 文章编号： | 1001-6864（2006）06-0033-04 |
| 收稿时间： | 2006-09-15 |
| 修稿时间： | 2006年9月15日 |
INFLUENCE ANALYSIS OF STEEL STRUCTURE OF THE GABLED FRAMES Ⅰ:VERTICAL DEFORMATION |
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| WANG Yuan-qing,ZHANG Jun,SHI Yong-jiu,CHEN Hong.INFLUENCE ANALYSIS OF STEEL STRUCTURE OF THE GABLED FRAMES Ⅰ:VERTICAL DEFORMATION[J].Low Temperature Architecture Technology,2006(6):33-36. |
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| Authors: | WANG Yuan-qing ZHANG Jun SHI Yong-jiu CHEN Hong |
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| Affiliation: | Department of Civil Engineering,Tsinghua University, Beijing 10084, China |
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| Abstract: | Foundation vertical deformation in the gabled frame results in some reasons,and foundation deformation can't avoid.The deformation of the building foundation is prescribed according to "Code for Design of Building Foundation GB50007-2002."The influence of four gabled frame structure styles which combined with the base deformation in light-weight building design by calculation and analysis of samples were discussed in this paper. |
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| Keywords: | foundation deformation gabled frame influence analysis |
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