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SMART 2008: Overview, synthesis and lessons learned from the International Benchmark

机译:SMART 2008:国际基准的概述,综合和经验教训

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摘要

This paper reports the main results and conclusions of an International Benchmark jointly organized within the framework of a wide research program launched by the French Atomic Energy and Sustainable Energies Commission (CEA), Electricite De France (EDF) entitled "Seismic design and best-estimate Methods Assessment for Reinforced concrete buildings subjected to Torsion and nonlinear effect (SMART)". This research, program included first an experimental campaign on reduced scaled specimen and shaking table tests, and second, a Benchmark exercise based on the contest of numerical methods and methodologies referring to the experimental results from the tests. The objectives of the Benchmark exercise were to compare the results obtained by conventional seismic assessment methods with those obtained by best-estimate methods, to compare the methodologies of taking into account uncertainties in the numerical analyses when a probabilistic assessment should be performed and to create an event allowing the international community in earthquake engineering to discuss the aforementioned topics of common interest. According to the analysis of the results, it turned out that (a) conventional methods are clearly able to provide relevant seismic assessment at the design level; (b) when dealing with overdesign seismic loadings, advanced best-estimate methods seem to be able to capture several key indicators such as the frequency shift of the peak of the response spectra; and (c) the blind nonlinear computations demonstrate a high robustness level of the specimen based on both structural and local damage indicators (frequency shift and inter-story drift, respectively). (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文报告了国际基准的主要结果和结论,该基准是在法国原子能和可持续能源委员会(CEA),法国电力(EDF)发起的广泛研究计划的框架内共同组织的,题为“地震设计和最佳估计”钢筋混凝土建筑物受扭转和非线性影响的方法评估(SMART)”。这项研究计划包括首先进行关于缩小比例的标本和振动台测试的实验活动,其次是基于数值方法和方法论竞赛的基准测试,参考测试的实验结果。基准测试的目的是将常规地震评估方法获得的结果与最佳估计方法获得的结果进行比较,在进行概率评估时比较数值分析中考虑不确定性的方法,并建立一个该活动使国际地震工程界可以讨论上述共同感兴趣的话题。根据对结果的分析,结果表明:(a)常规方法显然能够在设计级别提供相关的地震评估; (b)在处理过度设计的地震荷载时,先进的最佳估计方法似乎能够捕获几个关键指标,例如响应谱峰的频移; (c)盲式非线性计算表明,基于结构和局部损伤指标(分别为频移和层间漂移),标本具有很高的鲁棒性。 (C)2015 Elsevier Ltd.保留所有权利。

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