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首页> 外文期刊>Advances in Acoustics and Vibration >Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations
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Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations

机译:地震作用下抗弯钢框架耗能的数值研究

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In the regions near to active faults, if the fault rupture propagation is towards the site and the shear wave propagation velocity is near the velocity of fault rupture propagation, the forward directivity effect causes pulse-like long-period large-amplitude vibrations perpendicular to the fault plane which causes a large amount of energy to be imposed to structures in a short time. According to previous investigations, the amounts of input and dissipated energies in the structure represent the general performance of the structure and show the level of damage and flexibility of the structure against earthquake. Therefore, in this study, the distribution of damage in the structure height and its amount at the height of steel moment frames under the pulse-like vibrations in the near fault region has been investigated. The results of this study show that the increase rate of earthquake input energy with respect to increase in the number of stories of the structure in the near field of fault is triple that in the far field of fault which then leads to a 2-2.5 times increase in the earthquake input energy in the high rise moment frames in the near field of fault with respect to that in the far field of fault.
机译:在活动断层附近的区域,如果断层破裂的传播是朝向现场,而剪切波的传播速度接近断层破裂的传播速度,则正向方向性效应会引起垂直于该断层的脉冲状长周期大振幅振动。断层平面,会在短时间内将大量能量施加到结构上。根据先前的研究,结构中的输入能量和耗散能量的数量代表了该结构的一般性能,并显示了该结构在地震中的破坏程度和柔韧性。因此,在这项研究中,研究了在近断层区域的脉冲状振动作用下,钢结构框架高度的损伤分布及其在钢矩框架高度的损伤程度。研究结果表明,相对于断层近场结构层数的增加,地震输入能量的增加速度是断层远场的三倍,从而导致地震活动能量增加了2-2.5倍。与断层远场相比,断层近场的高弯矩框架中地震输入能量的增加。

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