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首页> 外文期刊>International journal of steel structures >Seismic Behavior of Steel Frames Equipped with Comb-Teeth Metallic Yielding Dampers
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Seismic Behavior of Steel Frames Equipped with Comb-Teeth Metallic Yielding Dampers

机译:装有梳齿金属减震器的钢框架的抗震性能

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摘要

Comb-teeth damper (CTD), is a new type of metallic yielding damper, which is made of steel plates and includes a number of teeth that dissipate energy through in-plane flexural yielding. The behavior of individual samples of CTD have been previously studied numerically and experimentally and it has been shown that this damper has excellent energy dissipating capacity and large ductility ratio. In this paper, application of this type of damper to steel frames is studied. Sample steel frames are constructed and equipped with CTDs and tested under cyclic loading. The results show that these dampers can serve their intended duties and dissipate considerable amount of energy. Numerical modelling of the frames confirms the experimental results and shows that by correct proportioning of the members, frame members i.e. beams, columns and braces remain elastic during lateral loading. This allows using the CTDs as a replaceable energy dissipating device. Finally CTDs are included in a reference frame and their effects on reducing seismic demand are studied using non-linear time history analysis. The results show that by using a smaller volume of steel in CTD dampers compared to traditional TADAS, the same level of response reduction may be achieved, while utilizing economic advantage of this type of damper.
机译:梳齿阻尼器(CTD)是一种新型的金属屈服阻尼器,它由钢板制成,并包含许多齿,这些齿通过平面内弯曲屈服来耗散能量。先前已经通过数值和实验研究了CTD单个样品的行为,并且表明该阻尼器具有出色的耗能能力和较大的延展性。本文研究了这种阻尼器在钢框架上的应用。构造钢制样本框架并配备CTD,并在循环载荷下进行测试。结果表明,这些减震器可以起到预期的作用,并消耗大量的能量。框架的数值建模证实了实验结果,并表明通过正确配比构件,框架构件,即梁,柱和支撑在横向载荷期间保持弹性。这允许将CTD用作可替换的耗能设备。最后,CTD被包含在参考框架中,并使用非线性时程分析研究了它们对减少地震需求的影响。结果表明,与传统的TADAS相比,通过在CTD减振器中使用较小体积的钢,可以实现相同水平的响应降低,同时利用此类减振器的经济优势。

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