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A new safety evaluation system and the continuous functionality of buildings with post-disaster functions following earthquakes (Part 2 – structural analysis)

机译:地震后灾后功能的新安全评估系统和建筑物的连续功能(第2部分 - 结构分析)

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摘要

Damping and peak concrete/steel strength had noticeableeffects on scale factor selection. Record sequence also has aneffect if the building was damaged during the earlier shaking.Overall, the possible scale factors range from 0.9 to 1.5.
机译:阻尼和峰值混凝土/钢力量明显对比例因子选择的影响。记录序列也有一个效果如果建筑物在较早的摇动期间损坏。总体而言,可能的比例因子范围为0.9至1.5。

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