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首页> 外文期刊>Journal of intelligent material systems and structures >Performance-based seismic loss assessment of isolated simply- supported highway bridges retrofitted with different shape memory alloy cable restrainers in a life-cycle context
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Performance-based seismic loss assessment of isolated simply- supported highway bridges retrofitted with different shape memory alloy cable restrainers in a life-cycle context

机译:在生命周期中对基于不同形状记忆合金电缆约束器的隔离式简支公路桥梁进行基于性能的地震损失评估

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摘要

Shape memory alloy cables have emerged as an alternative to conventional steel cable restrainers for preventing the bridge spans from unseating during an extreme earthquake. Feasibility of high-cost NiTi shape memory alloy restrainers in retrofitting the bridges has been numerically investigated, and promising results have been published; however, considering the economic impacts, the effect of different types of shape memory alloy such as Cu-based and Fe-based shape memory alloy restrainers has not been discussed yet. The objective of this study is to address this problem in detail in order to propose the most cost-effective shape memory alloy restrainer suitable for bridge engineering applications. Seismic fragility and life-cycle loss (both direct and indirect) assessments are analytically performed on an isolated simply-supported highway bridge retrofitted by four types of shape memory alloy restrainers (i.e. NiTi, FeNiCoAlTaB, CuAlMn, and FeMnAlNi). Results showed that for all retrofitted bridges performed in the range of design displacement, the effect of type of shape memory alloy is significant on the damage probability and long-term seismic loss of the bridges. All the bridges retrofitted with shape memory alloy restrainers have a very low probability of collapse (less than 7%). It is also found that the bridge retrofitted with Fe-based shape memory alloy restrainers (SMA-II and SMA-IV) performed better as compared to the other cases. Compared to the bridge without restrainers and with NiTi shape memory alloy restrainers, Fe-based shape memory alloy restrainers can reduce the long-term loss by about 87% and 11%, respectively, at the design earthquake event specified in CHBDC-2014. The probabilistic risk analysis of highway bridges retrofitted with shape memory alloy restrainers can aid in paving the way toward widespread application of such smart materials in structural applications.
机译:形状记忆合金电缆已成为传统钢缆限制器的替代产品,可防止桥梁跨度在极端地震中脱落。数值研究了昂贵的NiTi形状记忆合金约束器对桥梁进行改造的可行性,并发表了可喜的结果。然而,考虑到经济影响,尚未讨论不同类型的形状记忆合金如Cu基和Fe基形状记忆合金抑制剂的作用。这项研究的目的是详细解决这个问题,以便提出最经济有效的形状记忆合金约束器,适用于桥梁工程应用。地震易损性和生命周期损失(直接和间接)评估是通过对隔离的简单支撑的公路桥梁进行分析评估的,该公路桥梁由四种类型的形状记忆合金约束器(即NiTi,FeNiCoAlTaB,CuAlMn和FeMnAlNi)改装而成。结果表明,对于在设计位移范围内进行的所有翻新桥梁,形状记忆合金的类型对桥梁的破损概率和长期地震损失具有显着影响。所有加装形状记忆合金限制器的桥梁倒塌的可能性都非常低(小于7%)。还发现,与其他情况相比,用铁基形状记忆合金约束器(SMA-II和SMA-IV)改装的桥的性能更好。与没有约束器和带有NiTi形状记忆合金约束器的桥梁相比,在CHBDC-2014中指定的设计地震事件中,铁基形状记忆合金约束器可以分别将长期损失减少约87%和11%。装有形状记忆合金限制器的公路桥梁的概率风险分析可以帮助铺平这种智能材料在结构应用中的广泛应用的道路。

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