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The Development of Prediction Model for Failure Force of Damaged Reinforced-Concrete Slender Columns

机译：损坏钢筋混凝土晶柱失效力预测模型的开发

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Any damage to the column and in particular the reducing of the cross section, requires steps to repair the columns, taking temporary measures in the form of taking part of the load and / or reducing the useful load on the damaged column. In order for these measures to be applied more adequately and at the same time preventing adverse effects, it is necessary to define the actual impact of certain cross-sectional damage on the bearing capacity. In this paper the conceptual, mathematical and system dynamics models of the effect of the force on damaged reinforced-concrete column were developed, according to the real values of the failure force. The prediction model is adaptable and it can also be used for the other length slender, the other angle of damage or the depth of damage. The methods of modelling and conceptualization of such situations contribute significantly to protection of architectural heritage. In addition, the economic component of the system should also be taken into consideration. The developed adaptive model allows setting the optimal parameters of the model according to the needs.
机译：对于柱子的任何损坏，特别是减少横截面，需要步骤修复柱，以取出部分负载的形式和/或减少损坏柱上的有用负载的临时措施。为了使这些措施更加充分应用，同时防止不利影响，有必要为某些横截面损坏的实际影响定义对承载力的实际影响。本文根据故障力的实际值，开发了概念性，数学和系统动力模型的损坏强化 - 混凝土柱的效果。预测模型是适应性的，也可以用于另一个长度细长，另一个损坏角度或损坏深度。这种情况的建模和概念化的方法有助于保护建筑遗产。此外，还应考虑制度的经济部件。开发的自适应模型允许根据需要设置模型的最佳参数。

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