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On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand

机译:关于多血清的高层建筑设计:风与地震之间的根本差异

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摘要

In the past few decades, high-rise buildings have received a renewed interest in many city business locations, where land is scarce, as per their economics, sustainability, and other benefits. Taller and taller towers are being built everywhere in the world. However, the increased frequency of multihazard disasters makes it challenging to balance between a resilient and sustainable construction. Accordingly, it is essential to understand the behavior of such structures under multihazard loadings, in order to apply such knowledge to design. The results obtained from the dynamic analysis of two different high-rise buildings (54-story and 76-story buildings) investigated in the current study indicate that earthquake loads excite higher modes that produce lower interstory drift, compared to wind loads, but higher accelerations that occur for a shorter time. Wind-induced accelerations may have comfort and serviceability concerns, while excessive interstory drifts can cause security issues. The results also show that high-rise and slender buildings designed for wind may be safe under moderate earthquake loads, regarding the main force resisting system. Nevertheless, nonstructural components may present a significant percentage of loss exposure of buildings to earthquakes due to higher floor acceleration. Consequently, appropriate damping/control techniques for tall buildings are recommended for mitigation under multihazard.
机译:在过去的几十年里,高层建筑在许多城市商业地点获得了重新兴趣,土地稀缺,根据其经济,可持续性和其他福利。较高的塔楼都在世界各地建造。然而,多危险灾害的频率增加使其在弹性和可持续建筑之间平衡挑战。因此,必须了解在多血清载荷下的这种结构的行为,以适用于设计这些知识。从在当前的研究调查了两个不同的高层建筑(54层和76层的建筑物)的动态分析得到的结果表明,地震载荷激发产生较低的间位移,相对于风载荷较高模式,但较高的加速度这发生了更短的时间。风力诱导的加速度可能具有舒适性和可靠性问题,而过度境地漂移可能会导致安全问题。结果还表明,对于主力抵抗系统,在适度的地震荷载下,设计用于风的高层和细长建筑可能是安全的。然而,由于较高的楼层加速,非结构组分可能呈现建筑物的大量损失暴露于地震。因此,建议在多血清中减缓高层建筑的适当阻尼/控制技术。

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