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POLYMER MATRIX COMPOSITE PANELS FOR SEISMIC ENERGY DISSIPATION

机译:用于地震消能的聚合物基复合板

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摘要

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消散的聚合物基复合材料(PMC)面板的分析和实验研究。这些概念依赖于在关键位置的层上引入相当大的剪切变形,发生剪切变形的层(此处称为界面层)由固体粘弹性材料与蜂窝材料的组合组成。 ,进行了一系列实验以量化界面层的能量耗散特性。研究了厚度,加载速率以及组成材料的体积分数之比的影响。利用从材料测试获得的结果,对三个概念性面板设计进行了测试,以评估结构系统中的整体能耗。从实验程序获得的结果用于进一步验证有限元模型,该模型用于模拟多个结构系统的响应加装了地震耗能板概念。进行了三维(3D)非线性有限元分析,以评估在地震工程研究多学科中心(MCEER)示范医院结构的改造中添加的具有粘弹性界面层的PMC面板的阻尼效果。针对具有粘弹性界面层的PMC面板,提出了由弹性弹簧和线性粘性阻尼器并联组成的等效开尔文模型。改造后的结构受到了MCEER西海岸地震动的影响。通过添加PMC面板,系统阻尼显着增加。模态应变能法和对数递减法均显示PMC面板对医院结构的阻尼为8%。时程分析结果表明,峰值位移和加速度响应大大降低,并且振动很快消失。

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