| 竖向变形差异对高层结构的影响 |
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| 引用本文： | 庄宇,司有宝.竖向变形差异对高层结构的影响[J].长春工程学院学报(自然科学版),2011,12(2):14-16. |
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| 作者姓名： | 庄宇 司有宝 |
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| 作者单位： | 佳木斯大学建筑工程学院;工程维修中心,佳木斯,154007 |
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| 摘 要： | 高层结构在竖向荷载作用下,产生框架柱与剪力墙的弹性竖向变形差以及由变形差引起的结构附加内力.通过实例计算表明框架承担的内力有所增大,剪力墙承担的内力减小.框架梁顶部在墙一端负弯矩大、柱一端负弯矩小,同时提出减少竖向差异的措施.
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| 关 键 词： | 竖向变形差异 结构内力 高层建筑 |
The affect of vertical deformation to high-rise structure |
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| ZHUANG Yu,etc..The affect of vertical deformation to high-rise structure[J].Journal of Changchun Institute of Technology(Natural Science Edition),2011,12(2):14-16. |
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| Authors: | ZHUANG Yu etc |
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| Institution: | ZHUANG Yu,etc.(School of Architecture Engineering,Jiamusi University,Jiamusi 154007,China) |
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| Abstract: | When considering vertical load,high-rise structure will produce differences of elastic vertical deformation in both frame column and shear wall.This vertical deformation will cause additional internal structure force.Through example calculation,the paper indicates that the internal force in the frame bear will become larger,while the internal force in the shear wall will become smaller.On the top of frame beams,the negative moment in the wall side is big,in the column side is small.The paper has put forward... |
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| Keywords: | differences in vertical deformation internal force of structure high-rise building |
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