The safety assessment of damaged buildings in earthquake site, which is always performed by experienced experts and is very important during the postearthquake emergency period. However, the conclusions often vary from person to person because of the limited number of experts and the differences in their knowledge, backgrounds, specific research directions, and practical field experience. Therefore, it is necessary to find a fast and accurate calculation model. A single‐story reinforced concrete column workshop is taken as an example in this paper. The earthquake damage assessment analysis and component detail earthquake damage are appraised according to the experts' previous earthquake experience and the qualitative provisions in the standard “Post‐earthquake Field Works, Part 2: Safety Assessment of Buildings” (GB18208.2‐2001). Based on these, the detail seismic damage is quantified. A mathematical model for the safety assessment of the single‐story reinforced concrete column workshop is established by quantifying the relevant qualitative provisions in the national standards and applying the two‐level fuzzy comprehensive evaluation method. The model is simple to use, which enables the general safety evaluators to share the experts' experience and minimizes the differences among the assessment results of different evaluators.

中文翻译：

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基于模糊综合评价的钢筋混凝土厂房地震安全性评价研究。

地震现场受损建筑物的安全评估始终由经验丰富的专家进行，在地震发生后的紧急时期非常重要。然而，由于专家数量有限以及他们的知识，背景，具体研究方向和实际领域经验的差异，结论通常因人而异。因此，有必要找到一种快速准确的计算模型。本文以一个单层钢筋混凝土柱车间为例。根据专家先前的地震经验和标准“地震后现场工作，第2部分：建筑物的安全性评估”（GB18208.2-2001）中的定性规定，对地震破坏评估分析和详细的地震破坏进行评估。基于这些，量化了详细的地震破坏。通过量化国家标准中的有关定性规定并应用二级模糊综合评价法，建立了单层钢筋混凝土柱车间安全评估的数学模型。该模型易于使用，可以使一般安全评估人员共享专家的经验，并最大程度地减少不同评估人员评估结果之间的差异。