脉动型近断层地震作用下桥梁重力良好双摩擦摆系统

Sasa Cao , Osman E. Ozbulut
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引用次数: 0

摘要

当一枚硬币被扔进重力井时,它会呈螺旋状而不是直接落向中心。受这一现象的启发,开发了重力激励双摩擦摆系统(GW-DFPS),以延长脉冲型近断层地震时桥梁上部结构的滑动轨迹长度。结果,由于隔离器的摩擦滑动,更大的能量将被耗散。GW-DFPS由一个球面和一个由1/x或对数函数描述的外表面组成,以建立重力井。考虑滑块摩擦材料、滑块表面粗糙度和施加的垂直载荷等参数,制备了全尺寸的隔振器,并对其响应进行了表征。此外,利用实验测试数据建立了隔振器的有限元模型。采用传统的DFPS系统和所提出的GW-DFPS系统分别对一个桥梁结构进行了数值模拟。实验结果表明,所设计的隔振器在200 ~ 1000 kN的垂直载荷作用下表现出稳定的响应,当隔振器在外滑动面滑动时,隔振器的刚度响应为负。所选桥梁结构的数值模拟表明,GW-DFPS在一半的地震脉冲期间显著延长了上部结构的滑动轨迹长度,从而增加了这段时间内的能量耗散。采用GW-DFPS隔离的桥梁的动能始终低于采用其他两种隔离器隔离的桥梁,因此桥上的剪切力较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Gravity well-inspired double friction pendulum system for bridges under pulse-like near-fault earthquakes
When a coin is tossed to a gravity well, it will spiral instead of falling directly to the center. Inspired by this phenomenon, a gravity well-inspired double friction pendulum system (GW-DFPS) is developed to extend the length of sliding trajectories of bridge superstructures during pulse-like near-fault earthquakes. As a result, a greater amount of energy will be dissipated due to the frictional sliding of the isolators. The GW-DFPS consists of a spherical surface and an outer surface described by a 1/x or logarithmic function to build gravity well. Full-scale isolators were fabricated and their response was characterized considering various parameters such as the friction material of slider, surface roughness of sliding surfaces, and applied vertical loads. Additionally, a finite element model of the isolator was created using the experimental test data. Numerical simulations were performed on a case-study bridge structure isolated using both a conventional DFPS system and the proposed GW-DFPS systems. The experimental results reveal that the proposed isolators exhibit stable response under vertical loads varying from 200 kN to 1000 kN with a negative stiffness response when the isolator slides at the outer sliding surface. The numerical simulations of the selected bridge structure demonstrate that the GW-DFPS significantly extends the sliding trajectory lengths of the superstructure during half of the earthquake pulses, resulting in increased energy dissipation during this interval. The kinetic energies of the bridge isolated by GW-DFPS are consistently lower than those of the bridge isolated by the other two kinds of isolators, resulting lower shear forces on the bridge.
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