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CONSIDERATIONS FOR DEFORMATION ANALYSES FOR SUBDUCTION ZONE EARTHQUAKE LOADINGS

机译:俯冲区地震载荷变形分析的考虑因素

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Recent global seismic events and a better understanding of subduction zone behavior have placed an increased emphasis on analyzing the effects of long duration shaking on earth embankments. Analytical tools that have largely been developed with shorter events in mind may not accurately account for the effects of long duration shaking. When analyzing long duration shaking within the finite difference framework of FLAC, force imbalances due to large deformations are magnified by long duration loading records, leading to unrealistic deformations and misleading results. With large deformations that can accompany long duration shaking, the mass within the model is redistributed such that initial static reaction forces may not reasonably balance the deformed mass. Additionally, reservoir pressures calculated for the undeformed embankment may not accurately represent the pressures that should be applied to the deformed embankment. These phenomena lead to force imbalances that can cause significant distortion of the model. This distortion is increased when the unbalanced forces act over the extended time associated with subduction zone loadings. Even when incorporating an increased bedrock thickness in the model, significant distortion may remain for long duration loadings. Using FLAC’s internal programming language, an approach was developed to update reservoir pressures and reaction forces that significantly reduces the force imbalance and mitigates the effects of any remaining unbalanced forces. The force updating routines recalculate correct reservoir pressures and reaction forces associated with the constantly deforming model. After correctly accounting for these forces, the increased confidence in the results can lead to more economical designs.
机译:最近的全球地震事件和对俯冲区行为的更好理解已经提高了分析了在地球堤上持续摇动的效果的重点。在很大程度上由较短的事件开发的分析工具可能无法准确地占持续时间震动的影响。当分析在FLAC的有限差分框架内的长时间抖动时,由于长期负载记录的大变形引起的力不平衡,导致不切实际的变形和误导性结果。具有可以伴随长持续时间摇动的大变形,模型内的质量被重新分布,使得初始静态反作用力可能不合理地平衡变形质量。另外,针对未变形路堤计算的储层压力可能无法准确地代表应施加到变形堤坝的压力。这些现象导致强迫可能导致模型失真的不平衡。当不平衡力在与俯冲区加载相关联的延长时间上作用时,这种失真增加。即使在模型中加入增加的基岩厚度,也可以保持显着的失真,可以保持长的持续时间。使用FLAC的内部编程语言,开发了一种方法,以更新储层压力和反作用力,从而显着降低力量不平衡和减轻任何剩余不平衡力的影响。力更新例程重新计算与不断变形模型相关的正确储层压力和反作用力。在正确核对这些力量之后,对结果的置信量增加可能导致更经济的设计。

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