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Minimum failure cost-based energy dissipation system designs for buildings in three seismic regions - Part Ⅱ: Application to viscous dampers

机译:基于最小故障成本的三个地震区域建筑物的能量消散系统设计-第二部分:在粘性阻尼器上的应用

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摘要

A methodology for calculating the life-cycle cost of building structures under seismic loading was presented in the companion appear Shin and Singh, 2014. In this paper, this methodology is applied to obtain the minimum failure cost-based optimal designs of fluid viscous dampers for model structures in three different seismic regions in the USA. Genetic algorithm is utilized to obtain the optimal number and location of dampers to be installed on the buildings. The failure costs are optimally reduced at all seismic intensities that are expected to occur on the site to achieve the minimum life-cycle and object costs. The numerical results show the impact of optimal designs on structural performance in terms of reduced fragilities covering different performance objectives over the spectrum of expected seismic intensities. The results also demonstrate that although the structural system may go in inelastic range at the higher intensities of motion, the response spectrum method can still be effectively used for the failure cost-based optimal design of linear damper.
机译:伴随出现的是Shin和Singh,2014年提出的一种用于计算地震荷载下建筑结构生命周期成本的方法。在本文中,该方法用于获得基于最小破坏成本的流体粘性阻尼器的优化设计在美国三个不同地震区域的模型结构。利用遗传算法来获得要安装在建筑物上的风门的最佳数量和位置。在现场预期发生的所有地震烈度下,故障成本均得到了最佳降低,以实现最小的生命周期和目标成本。数值结果表明,就减少的脆弱性而言,最佳设计对结构性能的影响涵盖了预期地震烈度范围内的不同性能目标。结果还表明,尽管结构系统在较高的运动强度下可能会进入非弹性范围,但是响应谱方法仍可以有效地用于基于故障成本的线性阻尼器的优化设计。

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