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POLYMER MATRIX COMPOSITE PANELS FOR SEISMIC ENERGY DISSIPATION

机译:用于地震能量耗散的聚合物基质复合板

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This paper addresses the analysis and experimental investigation of plymer matrix composite (PMC) panels utilized for seismic energy dissipation. The concepts rely on introducing considerable shear deformation at strategically located layers.The layers atwhich the shear deformation to take place, referred to here as the interface layers, are composed of a combination of solid visco-- elasticmaterial combinedwith honeycombmaterial.As part of this research, a series of experiments were performed to quantify the energy dissipation characteristics of the interface layer. The effects of thickness, loading rate, and the ratio of the volume fractions of the constituentmaterials are investigated. Utilizing the results obtained from material testing, three conceptual panel designs were tested to assess the over all energy dissipation in a structural system.Results obtained fromthe experimental program were used to further verify finite element models that were used to simulate the response of several structural systems retrofittedwith the seismic energy dissipating panel concepts. A theree--dimensional (3D) nonlinear finite element analysis was carried out to evaluate the damping effective of added PMCpanelwith viscoelastic interface layers in the retrofitting of theMultidisciplinary Center for Earthquake Engineering Research (MCEER) demonstration hospital structure. An equivalent Kelvin model consisting of an elastic spring and a linear viscous damper combined in parallel is proposed for the PMC panel with viscoelastic interface layer. The retrofitted structure was subjected to MCEER west coast ground motions. Significant increase in the system damping was obtained with the added PMC panel. Both the modal strain energy method and logarithmic decrement method showed the PMC panel contributed 8% damping to the hospital structure. Time history analysis results showed the peak displacement and acceleration responses were reduced a lot and vibration damped out very quickly.
机译:本文介绍了用于地震能量耗散的Plymer矩阵复合(PMC)面板的分析和实验研究。该概念依赖于在策略定位的层上引入相当大的剪切变形。在此进行剪切变形的层作为界面层,由固体Visco--弹性材料组合的组合组成,蜂窝状物体。这项研究的一部分,进行一系列实验以量化界面层的能量耗散特性。研究了厚度,装载速率和组分材料的体积分数的影响。利用从材料测试获得的结果,测试了三个概念面板设计,以评估结构系统中的所有能量耗散。从实验程序中获得的结果用于进一步验证用于模拟若干结构系统的响应的有限元模型改造了地震能量耗散面板概念。在进行中,尺寸(3D)非线性有限元分析来评估添加的PMCPanelwith粘弹性界面层的阻尼有效地震工程研究(MIDER)示范医院结构的改装。用粘弹性界面层提出了由弹性弹簧和线性粘性阻尼器组成的等效开尔文模型,该模型与粘弹性界面层的PMC面板提出。改造的结构受到了MEDER West Coast地面运动。通过添加的PMC面板获得系统阻尼的显着增加。模态应变能量方法和对数减量方法显示PMC面板贡献了8%阻尼到医院结构。时间历史分析结果表明,峰值位移和加速响应减少了很多,振动很快被抑制。

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