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Study on the Design of Super High-rise Shear Wall

机译:超高层剪力墙设计研究

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摘要

A 160m height of residential building with shear wall structure was a super high-rise building which was plane torsion irregular, height overrun and plane concave irregular. In the paper, the seismic design of this structure was demonstrated. To calculate the project, this paper established a mechanical model containing three different spatial analysis programs, and the results showed that the structure could be damaged in micro-earthquakes and would not collapse in strong earthquakes.
机译:具有剪切墙结构的160米高度的住宅建筑是一个超高高层建筑,是平面扭转不规则,高度超常和平面不规则。在本文中,证明了这种结构的地震设计。为了计算项目,本文建立了一种含有三种不同的空间分析计划的机械模型,结果表明,该结构可能在微地震中损坏,并不会在强烈地震中崩溃。

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