首页|多阶段屈服U形金属阻尼器抗震性能研究

多阶段屈服U形金属阻尼器抗震性能研究

Study on Seismic Behavior of U-Shaped Metal Damper with Multi-Stage Yield

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针对传统金属阻尼器低位移水平下耗能能力不足,高位移水平下过早失效,难以满足结构耗能需求的问题,提出一种由2种不同尺寸作为耗能组件的U形金属拉压阻尼器,该阻尼器具有多级屈服和失效特性.基于Abaqus软件建立了该阻尼器的有限元模型,通过数值模拟探讨了阻尼器的力学性能.结果表明:该阻尼器滞回曲线饱满,且具有良好的耗能能力和变形能力,能够实现多级屈服的力学性能特点,其恢复力模型与模拟结果吻合较好.
Aiming at addressing the issue of the traditional metal damper's inadequate energy dissipation ca-pacity at low displacement levels and its inability to meet the energy consumption requirements of the structure at high displacement levels,a U-shaped metal tension-compression damper with two different sizes as energy dissipation components is proposed.This damper exhibits multi-stage yield and failure characteristics.Its bas-ic construction and restoring force model are given,and a finite element model of the damper is established u-sing Abaqus finite element software,with the mechanical properties of the damper being investigated through numerical simulations.The results show that the hysteresis curve of the damper is full with good energy dissi-pation and deformation capacity,and it can achieve the mechanical performance characteristics of multi-stage yielding,and its restoring force model is in good agreement with the simulation results.

metallic dampersmultistage yieldnumerical simulationhysteretic curveplastic strain

王德斌、王英豪、赵汉涛

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大连交通大学土木工程学院,辽宁大连 116028

中建一局集团建设发展有限公司,北京 100102

金属阻尼器 多阶段屈服 数值模拟 滞回曲线 塑性应变

辽宁省教育厅高等学校科研项目

LJKMZ20220860

2024

大连交通大学学报
大连交通大学

大连交通大学学报

CSTPCD
影响因子:0.258
ISSN:1673-9590
年,卷(期):2024.45(1)
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