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Analysis of dynamic coefficients for damage to the middle support of two-span and three-span continuous beams

机译:两跨和三跨连续梁损坏动态系数的分析

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The paper deals with the operation of continuous two- and three-span beams with damage to the middle support. For a two-span continuous beam, the dynamic coefficients for the action of concentrated forces over the middle support and span of the beam are theoretically substantiated. The results of numerical studies of double-span beams at different loads and time intervals of damage to the middle support are presented. The method of dynamic calculation, which can be used to calculate the survivability of steel structures, has been worked out. A good correspondence of the dynamic coefficients obtained numerically with theoretical values is established. Depending on the order of the formation of the design, the dynamic coefficients vary from 1 to 3. For survivability of the design, the pre-bending of the beams above the middle support is most dangerous. With the use of a well-grounded numerical technique, the dynamic coefficients for a continuous three-beam beam are investigated. For continuous beams, if the middle supports are damaged, it is recommended to use a dynamic coefficient of 2 for the load in the spans adjacent to the damaged support
机译:本文涉及连续的两跨度梁的操作,损坏中间支撑。对于双跨度连续光束,理论上实质地证实了对中间支撑和横梁跨度的集中力作用的动态系数。提出了不同载荷下双跨度梁的数值研究的结果和中间支撑损坏的时间间隔。可以使用动态计算方法来计算钢结构的生存能力。建立了用理论值数字地获得的动态系数的良好对应关系。根据设计的形成顺序,动态系数从1到3中变化。对于设计的生存能力,中间支撑高于中间支撑的梁的预弯曲是最危险的。通过使用良好接地的数值技术,研究了连续三光束的动态系数。对于连续梁,如果中间支撑件损坏,建议使用2的动态系数,用于与损坏的支撑相邻的跨度中的负载

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