| 门式刚架平板式铰接柱脚的受力分析 |
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| 引用本文： | 范晓伟,于安林.门式刚架平板式铰接柱脚的受力分析[J].苏州科技学院学报(工程技术版),2007,20(2):15-18. |
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| 作者姓名： | 范晓伟 于安林 |
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| 作者单位： | 苏州科技学院,江苏省结构工程重点实验室,江苏,苏州,215011 |
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| 摘 要： | 在对门式刚架平板式铰接柱脚实验进行有限元模拟验证的基础上,对常用的两种形式的铰接柱脚共36个算例进行了模拟,分析了其抗弯性能和抗剪性能,并提出了修正后的弹性抗弯刚度计算公式。
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| 关 键 词： | 门式刚架 铰接柱脚 抗弯刚度 |
| 文章编号： | 1672-0679（2007）02-0015-04 |
| 收稿时间： | 2007-04-17 |
| 修稿时间： | 2007-04-17 |
Performance Analysis on Plate Column Base Connection of Gabled Fames |
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| FAN Xiao-wei,YU An-lin.Performance Analysis on Plate Column Base Connection of Gabled Fames[J].Journal of University of Science and Technology of Suzhou：Engineering and Technology,2007,20(2):15-18. |
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| Authors: | FAN Xiao-wei YU An-lin |
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| Affiliation: | Jiangsu Key Laboratory of Structure Engineering, USTS, Suzhou 215011, China |
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| Abstract: | Based on the finite element model verification of the experiment on the plate column bases of gabled frames,the paper establishes two kinds of column base connection models with total 36 examples through a finite element procedure and analyzes the capability of shear resistance and moment resistance capability of the plate column bases.Finally,the paper puts up the computation of the flexible flexural rigidity after an amendment of the designing of column base connection stiffness. |
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| Keywords: | gabled frames pin-connected column bases flexural rigidity |
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