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钢筋混凝土框架结构震损预测模型参数敏感性 被引量:3
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作者 韩小雷 蔡燕飞 +1 位作者 杨明灿 季静 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2023年第4期563-571,共9页
应用机器学习算法进行钢筋混凝土框架结构地震易损性评估时,结构特征参数冗杂且无法便捷选取,针对此问题本文采用基于神经网络的敏感性分析方法,利用2个训练有素的神经网络模型,分别从结构层次和构件层次探究了不同输入参数对结构震损... 应用机器学习算法进行钢筋混凝土框架结构地震易损性评估时,结构特征参数冗杂且无法便捷选取,针对此问题本文采用基于神经网络的敏感性分析方法,利用2个训练有素的神经网络模型,分别从结构层次和构件层次探究了不同输入参数对结构震损指标的影响大小。进行敏感性分析的参数包括5个几何参数(结构层数、标准层高度、X向跨度、X向跨数、Y向跨数)、2个设计参数(抗震设防烈度、场地类别)和1个地震动参数(地面峰值加速度)。结果表明:平面尺寸参数对结构及构件层次的震损指标敏感性均较小。剔除敏感性较小的参数后,在重要震损指标的预测上仍然有较高的准确性,为钢筋混凝土框架结构的震损预测提供了更简便的参数输入依据。 展开更多
关键词 神经网络 敏感性分析 钢筋混凝土框架结构 结构特征参数 机器学习 震损预测 指标
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基于构件性能的区域RC框架结构地震损伤预测
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作者 季静 陈熹俊 +2 位作者 林翰彬 吴梓楠 韩小雷 《土木工程学报》 EI CSCD 北大核心 2022年第S01期118-125,共8页
为达到区域震损预测方法中评估精度与计算效率的平衡,本文提出了一种基于构件性能的区域RC框架结构地震损伤预测方法。利用基于构件变形的抗震性能评估体系及机器学习算法,构建结构几何特征参数、设计特征参数与结构震损程度之间的非线... 为达到区域震损预测方法中评估精度与计算效率的平衡,本文提出了一种基于构件性能的区域RC框架结构地震损伤预测方法。利用基于构件变形的抗震性能评估体系及机器学习算法,构建结构几何特征参数、设计特征参数与结构震损程度之间的非线性关系。对比了8种机器学习算法的评估效果及泛化能力,提出了高效的区域结构震损预测方法。最后,以广州市某住宅区为例,通过无人机技术提取区域结构的几何特征参数,实现了区域RC框架结构震损预测全过程。结果表明:本文提出的方法能够高效预测区域结构各构件的性能状态分布,并直观呈现区域结构的性能水准。本文为区域RC框架结构的震害预测提供了有效的方法和重要的应用案例。 展开更多
关键词 RC框架结构 区域震损预测 构件变形 基于性能 机器学习
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Damage prediction for magnesium matrix composites formed by liquid-solid extrusion process based on finite element simulation 被引量:6
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作者 齐乐华 刘健 +2 位作者 关俊涛 苏力争 周计明 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2010年第9期1737-1742,共6页
A damage prediction method based on FE simulation was proposed to predict the occurrence of hot shortness crocks and surface cracks in liquid-solid extrusion process. This method integrated the critical temperature cr... A damage prediction method based on FE simulation was proposed to predict the occurrence of hot shortness crocks and surface cracks in liquid-solid extrusion process. This method integrated the critical temperature criterion and Cockcroft & Latham ductile damage model, which were used to predict the initiation of hot shortness cracks and surface cracks of products, respectively. A coupling simulation of deformation with heat transfer as well as ductile damage was carried out to investigate the effect of extrusion temperature and extrusion speed on the damage behavior of Csf/AZ91D composites. It is concluded that the semisolid zone moves gradually toward deformation zone with the punch descending. The amplitude of the temperature rise at the exit of die from the initial billet temperature increases with the increase of extrusion speed during steady-state extrusion at a given punch displacement. In order to prevent the surface temperature of products beyond the incipient melting temperature of composites, the critical extrusion speed is decreased with the increase of extrusion temperature, otherwise the hot shortness cracks will occur. The maximum damage values increase with increasing extrusion speed or extrusion temperature. Theoretical results obtained by the Deform^TM-2D simulation agree well with the experiments. 展开更多
关键词 magnesium matrix composite liquid-solid extrusion hot shortness cracks surface cracks finite element method
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Study on the Uncertainty of Earthquake Damage Prediction Based on Damage Indices for RC Structures
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作者 Zhao Fengxin Ren Zhilin Zhang Yushan 《Earthquake Research in China》 2009年第3期328-339,共12页
Seismic damage indices of structure are widely used to quantificationally analyze structural damage levels under earthquake action. In this paper, a five-storey building model and a seventeen-storey building model are... Seismic damage indices of structure are widely used to quantificationally analyze structural damage levels under earthquake action. In this paper, a five-storey building model and a seventeen-storey building model are established. According to seven typical indices and different earthquake-inputs, a structural damage prediction is performed, with the results showing serious uncertainty of structural damage prediction due to different indices. Understanding of this phenomenon aids the comprehension and application of the results of earthquake damage prediction. 展开更多
关键词 Damage index RC structures Earthquake damage prediction UNCERTAINTY
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The success of the prediction of Haicheng earthquake and the negligence of the Tangshan earthquake
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作者 Peng Funan 《Engineering Sciences》 EI 2008年第2期9-18,共10页
The success of the prediction of Haicheng earthquake and the failure of the prediction of Tangshan earthquake were both well known in the world. What happened, why such a strong earthquake as occurred in Haicheng had ... The success of the prediction of Haicheng earthquake and the failure of the prediction of Tangshan earthquake were both well known in the world. What happened, why such a strong earthquake as occurred in Haicheng had been predicted successfully and with a small loss of lives and property? Why a successively strong earthquake about a year later in a region not so further was failure in the imminent stage of prediction and there were so many fatalities and a great degree of property? The author addresses these points based on these true experiences including the first hand experiences leading up to, during, and following these two earthquarter. In addition, he also introduced some seimic phenomena which he had seen after Chi-chi earthquake in Taiwan. 展开更多
关键词 Haicheng earthquake Tangshan earthquake success of the prediction of Haicheng earthguake and negligence of imminent stage of Tangshan earthquake Chi-chi earthquake
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