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Seismic response of building structures with dampers in shear walls

机译:剪力墙中带有阻尼器的建筑结构的地震响应

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When buildings are subjected to earthquakes, it is imperative to dissipate some of the input energy through predetermined and well designed mechanisms. This study investigates the influence of mechanical control on structural systems through the application of strategically located component elements with reliable damping and stiffness properties that can modulate the response. The effects of installing such dumping elements at two particular locations have been investigated. These positions are between the shear walls near the coupling beams and within cut out sections of the wall elements in multi-storey structures. Finite element time history analysis is used in the study and results indicate that the proposed procedure is able to achieve reasonable improvements in seismic response.
机译:当建筑物遭受地震时,必须通过预定且设计良好的机制耗散一些输入能量。这项研究通过应用策略性地定位的,具有可靠的阻尼和刚度特性(可调节响应)的组成元件,研究机械控制对结构系统的影响。已经研究了将这种倾卸元件安装在两个特定位置的效果。这些位置在靠近耦合梁的剪力墙之间,并且在多层结构中壁单元的切开部分内。研究中使用了有限元时程分析,结果表明所提出的程序能够在地震响应方面取得合理的改善。

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