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| 24m跨钢管屋架的静力试验研究 | |
| 引用本文： | 杨艳敏,孙润香,张云龙.24m跨钢管屋架的静力试验研究[J].吉林建筑工程学院学报,2003,20(1):14-16. |
| 作者姓名： | 杨艳敏 孙润香 张云龙 |
| 作者单位： | 1. 吉林建筑工程学院土木工程系,长春,130021 2. 吉林省交通职业技术学院,长春,130021 3. 吉林建筑工程学院交通工程系,长春,130021 |
| 摘 要： | 通过对一榀24m跨钢管屋架的静力试验研究及在理论上按刚接、铰接的计算结果分析表明，腹杆轴线交点与弦杆形心重合的管桁架，按刚接或铰接计算与实际受力状态均符合较好． |
| 关 键 词： | 钢管屋架 刚接 铰接 小变形 静力试验研究 |
| 文章编号： | 1009-0185(2003)01-0014-03 |
| 修稿时间： | 2001年11月29 |
The Research and Static Experiment of Steel Tube Truss of 24 m Span |
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| YANG Yan min ,SUN Run xiang ,ZHANG Yun long.The Research and Static Experiment of Steel Tube Truss of 24 m Span[J].Journal of Jilin Architectural and Civil Engineering,2003,20(1):14-16. | |
| Authors: | YANG Yan min SUN Run xiang ZHANG Yun long |
| Affiliation: | YANG Yan min 1,SUN Run xiang 2,ZHANG Yun long 3 |
| Abstract: | The research and static experiment of the steel tube truss of 24?m span is carried.The results analyzing the rtuss as rigid joint or hinge joint in theory are indicated that the tube truss in practice is accordance well with the theoretical calculation as rigid joint or hinge joint,if axes joint of web members are at center of chord members. |
| Keywords: | steel tube truss rigid joint hinge joint little deformation |
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