| 水平荷载对底框结构底部弯矩的影响 |
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| 引用本文： | 王光焰,穆文伦,牟宏. 水平荷载对底框结构底部弯矩的影响[J]. 贵州工业大学学报(自然科学版), 2007, 36(5): 64-67 |
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| 作者姓名： | 王光焰 穆文伦 牟宏 |
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| 作者单位： | 1. 贵州民族学院,贵州,贵阳,550025
2. 贵州交通职业技术学院,贵州,贵阳,550008 |
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| 基金项目： | 贵州民族学院科研基金资助项目 |
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| 摘 要： | 把整个多高层建筑看成是一个倒插在地上的悬臂梁,采用梁弯曲理论,计算底部柱顶的轴向力和水平位移,由于水平位移的出现,从而使柱子产生了不可忽略的弯矩。
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| 关 键 词： | 底框-砌体结构 底部弯矩 |
| 文章编号： | 1009-0193（2007）05-0064-04 |
| 修稿时间： | 2007-04-17 |
The Effect of Horizontal Load to the Bottom Moment of Frame- Shear Wall Structure |
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| WANG Guang-yan,MU Wen-lun,MOU Hong. The Effect of Horizontal Load to the Bottom Moment of Frame- Shear Wall Structure[J]. Journal of Guizhou University of Technology(Natural Science Edition), 2007, 36(5): 64-67 |
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| Authors: | WANG Guang-yan MU Wen-lun MOU Hong |
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| Affiliation: | 1. Guizhou Institute for Minority Nationalities, Guiyang 550025, China; 2. Guizhou College of Transport Vocational Technology, Guiyang 550008, China |
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| Abstract: | The whole multi-story masonry building is considered as cantilever beam which inserts upside down onto the ground In this paper.According to the hypothesis and utilizing the beam beading theory,the axial force and the horizontal displacement of the bottom of column head are calculated.Being appearance of the horizontal displacement,the bottom moment which can't be ignored is presented to the column. |
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| Keywords: | frame-shear wall structure bottom moment |
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