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翼缘开洞H型钢梁的强度研究及其加固措施 被引量:1

Research on the strength of flange opening H-shaped steel beam and the reinforcing measures
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摘要 针对实际工程中存在的钢梁翼缘开洞问题展开研究,通过有限元分析的方法系统研究了钢梁翼缘开洞位置处的截面强度,考虑开洞位置、开洞个数对钢梁强度的影响,并给出了实用的补强加固措施,以期指导实践。 This paper launches a study on the flange opening steel beam existing in practical engineering, studies the section strength of flange opening H-shaped steel beam at opening position with finite element analysis method, and considers the impacts of opening location and opening quantity upon the steel beam strength, and shows applicable compacting and reinforcing measures, with a view to guide practice.
作者 刁莉莉
出处 《山西建筑》 2012年第20期47-48,共2页 Shanxi Architecture
关键词 翼缘开洞 开洞个数 开洞位置 加固措施 flange opening, opening quantity, opening location, reinforcement measures
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  • 1杨庆山.梁腹板开圆孔的钢框架抗震节点[J].中国安全科学学报,2005,15(2):45-50. 被引量:27
  • 2谢晓栋,杨娜,杨庆山.钢结构腹板开洞型节点的参数分析[J].工业建筑,2006,36(5):79-82. 被引量:6
  • 3邱宏刚.[D].北方交通大学,2003.
  • 4D A Nethercot. United classification system for beam-tocolumn connections [J]. J Construct Steel Res, 1998,45(1): 39-65.
  • 5N Iwankiw. Steel moment frames: resolution of recent seismic detailing and material shape issues [J]. J Construct Steel Res, 2002, 58(5): 495-510.
  • 6E P Popov. Bolted large seismic steel beam-to-column connections Part 1: experimental study [J]. Engineering Structures, 2002, 24(12): 1523-1534.
  • 7E P Popov. Bolted large seismic steel beam-to-column connections Part 2: numerical nonlinear analysis [J]. Engineering Structures, 2002, 24(12): 1535-1545.
  • 8K C Tsai. Cyclic performance of steel beam-column moment joints [J]. Engineering Structures, 1995, 17(8):596-602.
  • 9D K Miller. Lessons learned from the the Northridge earthquake[J]. Engineering Structures, 1998, 20(4): 249-260.
  • 10K D Kim. Monotonic and cyclic loading model for panel zones in steel moment frames[J]. J Construct Steel Res, 2002, 58(5): 605-635.

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