| 波纹腹板H型钢主次梁铰接节点受力性能 |
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| 引用本文： | 范昕,李国强,周学军,孙飞飞.波纹腹板H型钢主次梁铰接节点受力性能[J].同济大学学报(自然科学版),2014,42(2):0210-0217. |
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| 作者姓名： | 范昕 李国强 周学军 孙飞飞 |
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| 作者单位： | 同济大学,同济大学 土木工程防灾国家重点实验室,同济大学 土木工程防灾国家重点实验室,郑州大学 |
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| 基金项目： | 国家自然科学基金项目（51008284） |
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| 摘 要： | 进行了2个波纹腹板H型钢主次梁铰接节点的静力试验,分析了节点的静力承载能力,研究了节点各截面的内力分布,并将各截面的内力分布试验值与理论公式的计算结果进行对比,验证了理论公式在计算各截面内力分布时的可靠性.提出波纹腹板H型钢主次梁铰接节点各部件的承载力设计公式,通过将节点各部件的设计承载力与试验承载力的结果进行对比,验证了波纹腹板H型钢主次梁铰接节点设计公式的有效性.
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| 关 键 词： | 波纹腹板H型钢 主次梁铰接节点 静力性能 试验研究 |
| 收稿时间： | 2013/3/14 0:00:00 |
| 修稿时间： | 2013/10/16 0:00:00 |
Static Behavior of Pinned Connections Between Primary and Secondary H beams with Corrugated Webs |
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| FAN Xin,LI Guoqiang,ZHOU Xuejun and SUN Feifei.Static Behavior of Pinned Connections Between Primary and Secondary H beams with Corrugated Webs[J].Journal of Tongji University(Natural Science),2014,42(2):0210-0217. |
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| Authors: | FAN Xin LI Guoqiang ZHOU Xuejun and SUN Feifei |
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| Institution: | Tongji University,State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University,State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University,Zhengzhou University |
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| Abstract: | 2 static tests of pinned connections between primary and secondary H-beams with corrugated webs were conducted. The test results were compared with the results calculated from theoretical formulas, which validated the theoretical formulas. Design formulas for each part of the pinned connections between primary and secondary H-beams with corrugated webs were proposed. The design carrying capacity of each part calculated using the design formulas were compared with the experimental results, which proved the reliability of design formulas for the pinned connections between primary and secondary H-beams with corrugated webs. |
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| Keywords: | H-beams with corrugated webs pinned connections between primary and secondary H-beams static behavior experimental investigation |
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