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Multiperformance optimization design of a hybrid vibration mitigation system for super high-rise buildings to improve earthquake resistance

机译:超高层建筑混合减振系统的多功能优化设计,以提高抗震性能

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摘要

A structure must meet many performance requirements to survive an earthquake. For a super high-rise structure, the dominant control performance metric is stiffness when considering earthquake resistance because the lateral displacement of the structure often does not meet the requirements of the code even if the structure meets strength requirements. For moderate and major earthquakes, stiffness and strength play a leading role jointly. Viscous damper (VD) and buckling restraint brace (BRB) are damping devices that are commonly used in modern engineering. The efficiencies of these devices are different for different situations, and combining them can yield improved structural vibration mitigation. In this study, the performances of VD and BRB are summarized. A kind of virtual VD model with an additional damping ratio is proposed on the basis of which a VD priority placement analysis method is developed, and an optimal design is proposed. A detailed analysis of various stress states of a BRB is also performed, and a BRB arrangement method based on brace stress level analysis is proposed. The two kinds of vibration damping equipment are combined in the structure, and a practical design method for a hybrid vibration damping system is proposed. The accuracy of the proposed method is verified by considering a 10-story plane frame. Finally, a hybrid vibration mitigation design for different objective damping ratios is performed for a super tall building project, and the design results are compared. The analysis results show that a VD can effectively increase structural damping and reduce the seismic response of the structure. A BRB is used to replace supports that experience high stress and reduce their section size, thereby reducing costs. Therefore, the proposed hybrid vibration damping structure is cost effective while providing good energy dissipation and is thus promising for engineering applications.
机译:结构必须满足许多性能要求才能经受住地震。对于超高层结构,考虑抗震性时,主要的控制性能指标是刚度,因为即使结构满足强度要求,结构的横向位移也常常不符合规范的要求。对于中等地震和大地震,刚度和强度共同发挥主导作用。粘性阻尼器(VD)和屈曲约束支撑(BRB)是现代工程中常用的阻尼设备。这些设备的效率在不同情况下会有所不同,将它们结合使用可以改善结构上的振动。在这项研究中,对VD和BRB的性能进行了总结。提出了一种具有附加阻尼比的虚拟VD模型,在此基础上提出了一种VD优先级放置分析方法,并提出了一种优化设计。并对BRB的各种应力状态进行了详细的分析,提出了基于支撑应力水平分析的BRB布置方法。两种减振设备在结构上结合在一起,提出了一种混合式减振系统的实用设计方法。通过考虑10层平面框架,验证了所提方法的准确性。最后,针对超高层建筑项目,采用了不同目标阻尼比的混合减振设计,并对设计结果进行了比较。分析结果表明,VD可以有效地增加结构的阻尼,降低结构的地震响应。 BRB用于替换承受高应力并减小其截面尺寸的支架,从而降低成本。因此,提出的混合式减振结构在提供良好的能量消散的同时具有成本效益,因此对于工程应用是有前途的。

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