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首页> 外文期刊>Shock and vibration >On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand
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On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand

机译:多层建筑的多灾种设计:风与地震需求之间的根本差异

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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:在过去的几十年中,高层建筑在许多城市商业场所都重新引起了人们的兴趣,因为这些地方的经济性,可持续性和其他好处,这些地方缺少土地。高高耸立的塔楼正在世界各地建造。但是,多灾种灾害的发生频率不断增加,要在具有复原力和可持续发展的建筑之间取得平衡是一项挑战。因此,必须了解这种结构在多危险载荷下的行为,以便将这种知识应用到设计中。从当前研究中对两座不同高层建筑(54层和76层建筑)的动态分析中获得的结果表明,与风荷载相比,地震荷载激发较高的模式,产生较低的层间漂移,但加速度较高发生时间较短。风引起的加速度可能会带来舒适性和可维护性问题,而过多的层间漂移会引起安全问题。结果还表明,就主力抵抗系统而言,为风设计的高层细长建筑在中等地震荷载下可能是安全的。但是,由于较高的地板加速度,非结构性组件可能会在建筑物遭受地震的损失中占很大比例。因此,建议在高层建筑中采用适当的减震/控制技术来缓解多灾种。

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