基于物理引擎驱动的浮放柜式结构抗震性能研究

RESEARCH ON ASEISMIC PERFORMANCE OF FLOATING CABINET STRUCTURE DRIVEN BY PHYSICAL ENGINE

  • 摘要: 为准确评估非结构构件中浮放柜式结构在地震作用下的倒塌破坏概率,该文提出一种基于物理引擎的浮放柜式结构抗震易损性研究方法,并通过振动台试验结果对该方法的科学性与有效性进行了全面验证。研究过程充分考虑了浮放柜式结构在建筑场景中的常见情况,包括浮放柜式结构类型、体积占有率、摆放方式、连接锚固、吊顶与柜体竖向间距等因素。基于这些关键因素,该文构建了多工况下的仿真模型,利用PhysX物理引擎模拟了浮放柜式结构在地震作用下的动态响应与破坏过程,并据此绘制了地震易损性曲线。研究结果表明:墙体或滑动内容物的存在可消耗部分地震输入能量,显著增强了浮放柜式结构的抗倾覆性能;若浮放柜式结构采用封闭式,与内容物产生的碰撞力会增大其倾覆概率;外部结构的存在(如吊顶),为浮放柜式结构提供了额外的稳定性支持,有效降低了倾覆的风险。该研究对浮放柜式结构抗震性能评估提供了定量指标,为考虑功能属性的建筑结构抗震韧性评价奠定了基础。

     

    Abstract: In order to accurately evaluate the collapse failure probability of floating cabinet structures in non-structural components under seismic actions, this study proposes a research method for the seismic fragility of floating cabinet structures based on physics engines, and comprehensively verifies the scientific validity and effectiveness of the method through shaking table test results. The research process fully considered the common situation of the floating cabinet structure in the architectural scene, including the type of floating cabinet structures, volume occupancy ratios, placement methods, connection anchorages, ceiling-to-cabinet clearance and other factors. Based on these key factors, this study constructs simulation models under multiple working conditions, uses the PhysX physics engine to simulate the dynamic response and failure process of the floating cabinet structure under seismic actions, and generates the seismic fragility curve accordingly. The research results show that the presence of walls or sliding contents can consume the part of seismic input energy, which significantly enhances overturning resistance. If the floating cabinet structures adopt enclosed configurations, impact forces with contents will increase overturning probability. In addition, the presence of external structures (e.g. suspended ceilings) provide additional stability supports for the floating cabinet structure, effectively reducing the risk of overturning. This study provides quantitative metrics for evaluating a seismic performance of floating cabinet structures, and lays a foundation for assessing seismic resilience of building structures considering functional attributes.

     

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