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首页> 外文期刊>Journal of intelligent & fuzzy systems: Applications in Engineering and Technology >Stability safety assessment of long-span continuous girder bridges in cantilever construction
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Stability safety assessment of long-span continuous girder bridges in cantilever construction

机译:悬臂建设中长跨度连续梁桥的稳定性安全评估

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摘要

The overturning stability issue of continuous girder bridges is critical so that it is necessary to obtain the true overturning stability performance. At present, the parameters uncertainties in the structure were neglected in the stability evaluation method of the long-span continuous girder bridges, which leads to the unknown safety level of the continuous girder bridges during the cantilever construction. Therefore, a calculating method for overturning stability safety factors of long-span continuous girder bridges in cantilever construction based on inverse reliability theory is presented in this paper. The proposed method is extended from the traditional deterministic form of safety factor, which considered influence of uncertainty factors among structure parameters was used to obtain safety factors through target reliability index based on inverse reliability theory. Overturning stability safety factor of long-span continuous girder bridges in cantilever construction and parameter sensitivity were assessed using the proposed method, as well as the reasonableness of longitudinal overturning stability safety factors was discussed. The results show that parameter uncertainties have a major effect on overturning stability safety factors of long-span continuous girder bridges in cantilever construction, ignoring parameter uncertainties will result in overestimation of overturning stability safety factors of long-span continuous girder bridges in cantilever construction, reasonable safety factor should be obtained based on target performance. The sum of the self-weight of the travelling form and the pouring segment has the most significant effect on the safety factor. It's critical to ensure a reasonable situation of the travelling form during the construction stage in case of falling. The resistant moment of the temporary support and the eccentric distance of the support also need to be handled carefully because of the remarkable effect. The proposed method is stable and reliable, which will be convergent to the same result from different initial value in spite of different iteration progress.
机译:连续梁桥的推翻稳定性问题至关重要,以便有必要获得真正的推翻稳定性性能。目前,在长跨度连续梁桥的稳定性评估方法中忽略了结构中的参数不确定性,这导致连续梁桥期间的未知安全水平在悬臂构造过程中。因此,本文介绍了基于逆可靠性理论的悬臂施工中长跨度连续梁桥的稳定性安全因子的计算方法。所提出的方法从传统的确定性形式的安全系数延伸,这考虑了基于逆可靠性理论的目标可靠性指数来获得结构参数之间的不确定性因素的影响。使用该方法评估了悬臂施工中长跨度连续梁桥的长跨度连续梁桥的稳定性安全系数,以及展示了纵向推翻稳定性安全因子的合理性。结果表明,参数不确定因素对悬臂施工的长跨度连续梁桥的透过稳定性安全因子进行了重大影响,忽略了参数的不确定性,将导致悬臂施工长跨度连续梁桥的推翻稳定性安全因子过高,合理应基于目标性能获得安全系数。旅行形式的自重和浇注段的总和对安全因子具有最显着的影响。在落下的情况下,确保在施工阶段的旅行形式的合理情况是至关重要的。由于效果显着,还需要仔细处理临时支持的抗性时刻和支持的偏心距离。所提出的方法是稳定且可靠的,其在尽管有不同的迭代进度,但在不同初始值的情况下会收敛到相同的结果。

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