考虑填充墙效应的多层钢筋混凝土框架建筑震后建筑瓦砾堆积范围预测模型

PREDICTION MODEL OF POST-EARTHQUAKE BUILDING DEBRIS EXTENT FOR MULTI-STOREY REINFORCED CONCRETE FRAME STRUCTURES CONSIDERING THE IMPACT OF INFILL WALLS

  • 摘要: 考虑结构倒塌和填充墙面外失效两类损伤状态,通过物理引擎技术开展结构抗震仿真计算,研究震后建筑瓦砾的分布规律。该文明确了震后建筑瓦砾的随机分布特点,指出了确定性理论模型的缺陷,基于贝叶斯更新准则,建立了建筑瓦砾堆积范围的无偏概率预测模型。该文给出了预测模型中未知参数的后验概率分布,这为量化模型的认知不确定性提供了条件。以一栋6层钢筋混凝土框架办公楼和一栋10层住宅楼建筑为研究对象,建立了震后建筑瓦砾堆积范围间距和面积的概率预测模型。研究结果表明,建筑瓦砾堆积间距具有较大离散性,变异系数在15%~30%,而瓦砾堆积面积的变异系数为20%~50%。预测模型参数的后验概率密度函数曲线具有多个波峰,即传统方法中参数取确定值或使用单峰分布函数描述参数的概率分布,将会带来较大的不确定性。该文所提出的建筑瓦砾堆积范围概率预测模型,不仅有助于提升震后道路阻塞风险评估的准确性,还有助于合理规划灾后救援疏散路径。

     

    Abstract: The physics engine technology is used to perform the seismic analysis of structures, considering both the damage scenarios of out-of-plane failure of infill walls and, of buildings collapse. The distribution law of debris is investigated according to the results obtained by the physics engine technology. this study clarifies the random distribution characteristics of post-earthquake building debris and points out the shortcomings of deterministic theoretical models. An unbiased probabilistic model for the debris extent is established with Bayesian updating rule. The posterior probability distribution of unknown parameters in the prediction model is developed, which provides an approach for quantifying the epistemic uncertainty associated with unknown model parameters. Taking a six-storey reinforced concrete frame (RCF) office building and a ten-storey RCF residential building as the research object, a probabilistic prediction model is presented for the width and area of post-earthquake building debris extent. The research results indicate that the maximum spacing of debris coverage has a huge variability, with a coefficient of variation (COV) ranging from 15% to 30%, while the COV of the area of debris extent is between 20% and 50%. The posterior probability density function curves of the unknown model parameters have multiple peaks. The traditional methods, namely taking a deterministic value for model parameters or describing the probability distribution of parameters with conventional distribution functions, will bring a considerable uncertainty.

     

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