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Impact of Different Earthquake Types on the Statistics of Ductility Demand

机译:不同地震类型对延性需求统计的影响

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Probabilistic assessments of the seismic ductility demand for hysteretic bilinear single-degree-of-freedom systems have been reported in the literature. However, a systematic assessment of possible differences in the estimated ductility demand for different earthquake types using recorded ground motions is not available, although ground motion prediction equations for different earthquake types are developed. The assessment of the differences can be important for estimating structural reliability and expected damage cost under seismic excitations since partial damage and collapse could be related to the ductility demand. Therefore, if the differences are significant one must use consistent sets of ground motion prediction equation and ductility demand relation for each earthquake type affecting a site of interest to evaluate the seismic hazard and risk. To assess the differences of the ductility demand, 413 records for Mexican interplate earthquakes, 275 records for Mexican inslab earthquakes, and 592 records for California earthquakes are employed. The evaluation considers ranges of values of natural vibration periods and ratios of initial to postyield stiffness. The obtained results indicate that the statistics of displacement ductility demand differs for different earthquake types. The results are used to develop empirical relations for predicting the expected displacement ductility demand.
机译:文献中已经报道了对迟滞双线性单自由度系统的地震延性需求的概率评估。但是,尽管开发了针对不同地震类型的地面运动预测方程,但尚无法使用记录的地面运动对估计的延性需求的可能差异进行系统评估。差异的评估对于估计地震激励下的结构可靠性和预期的破坏成本可能很重要,因为部分破坏和坍塌可能与延性需求相关。因此,如果差异很大,则必须对影响感兴趣站点的每种地震类型使用一致的地面运动预测方程式和延性需求关系集,以评估地震危险性和风险。为了评估延性需求的差异,使用了墨西哥板间地震的413条记录,墨西哥板岩地震的275条记录和加利福尼亚地震的592条记录。该评估考虑了自然振动周期的值范围以及初始屈服刚度和后屈服刚度的比率。所得结果表明,不同地震类型的位移延性需求统计数据不同。结果可用于建立经验关系,以预测预期的位移延性需求。

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