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Occupancy importance factor in earthquake engineering

机译:地震工程中的占用重要因素

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摘要

Seismic codes require that important structures be designed by increasing the seismic design coefficients of the ordinary structures by a factor called the importance factor. At the present time, shear base coefficients are established such that the probability that their value may be exceeded over a period of time does not exceed a small number. On the other hand, at sites near seismic sources, there is a saturation of maximum ground accelerations, as the magnitude of the earthquake increases. Therefore, it would seem that the importance factors at these sites should be smaller than at sites away from the source. To study this, values of the importance factor are calculated for a site in the near-field. We consider that the design is such that it minimizes the present value of the total cost including initial cost as well as losses due to damage and failure. The study considers Poisson and non-Poisson interarrival times for earthquake occurrence. The results show that the importance factor for a site in the near-field is smaller than that of a site away from the source.
机译:地震规范要求通过将普通结构的抗震设计系数增加一个称为重要因子的因素来设计重要结构。目前,建立剪切基系数,使得在一段时间内超过其值的概率不会超过很小的数量。另一方面,在地震源附近的地点,随着地震强度的增加,最大地面加速度会达到饱和。因此,似乎这些站点上的重要性因子应该小于远离源站点的重要性因子。为了研究这一点,计算了近场中某个地点的重要因素的值。我们认为这种设计可以使包括初始成本以及因损坏和故障引起的损失在内的总成本的现值降至最低。研究考虑了地震发生的泊松和非泊松到达时间。结果表明,近场站点的重要性因子小于远离源站点的重要性因子。

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