| 组合空腹板架结构拟静力试验研究及分析 |
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| 引用本文： | 黄勇,任伟鑫,宋佳.组合空腹板架结构拟静力试验研究及分析[J].贵州工业大学学报(自然科学版),2008,37(4). |
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| 作者姓名： | 黄勇 任伟鑫 宋佳 |
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| 作者单位： | 贵州大学土木建筑工程学院,贵州,贵阳,550003 |
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| 摘 要： | 钢一混凝土组合空腹板架是一种新的组合结构形式,用于大跨度、大荷载的重型楼(屋)盖结构时,有一定的比较优势.分别对两个完全相同的组合空腹板架结构的缩尺模型作了竖向荷载下的单调加载和反复循环加栽试验,得到了结构整体的滞回性能、极限承载力以及破坏形态.研究表明,组合空腹板架的各构件连接良好,结构具有较好的耗能能力.
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| 关 键 词： | 组合空腹板架 拟静力试验 组合结构 |
The Static Test and Analysis on Composite Open-web Plate Frame |
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| HUANG Yong,REN Wei-xin,SONG Jia.The Static Test and Analysis on Composite Open-web Plate Frame[J].Journal of Guizhou University of Technology(Natural Science Edition),2008,37(4). |
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| Authors: | HUANG Yong REN Wei-xin SONG Jia |
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| Institution: | HUANG Yong,REN Wei-xin,SONG Jia(School of Civil Engineering , Architecture,Guizhou University,Guiyang 550003,China) |
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| Abstract: | The steel-concrete composite open-web plate frame is a new structure form.It has obvious advantage when it is used for large span and heavy load floor.In this paper,we set the vertical monotonous load and the cycle repeating load separately on two identical scale models of composite open-web plate frame in order to obtain the structure whole to stagnate the performance,the limit supporting capacity as well as the destruction shape.Research shows that there is a good connection among all components of compos... |
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| Keywords: | composite open-web plate frame plans static test composite structure |
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