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Evaluation of aseismic reliability of actual boiler structures and a study on seismic tie deisgn based on proof tests using a large scaled shaking table

机译:大型锅炉振动台基于验证试验的真实锅炉结构抗震可靠性评估和抗拉设计研究

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This paper deals with the evaluation of aseismic reliability of actual boiler plant structures in conjunction with seismic ties, installed betweent he boiler and support structures. Proof tests were conducted with a coupled model using a large-scale shaking table which verified that the ties would not fail and acted as an energy absorbing devise against severe ear6thquakes. Since recent boiler structures are designed based on dynamic response analysis considering the boiler-structure interaction and the effect of energy dissipation of the ties, it is necessary to verify tje accuracy of simulation methods. In view of this, numerical models of the ties are discussed in post analysis. Then extensive numerical studies are carried out for the evaluation of real plant with a number of seismic ties.
机译:本文结合安装在锅炉和支撑结构之间的抗震带,对实际锅炉设备结构的抗震可靠性进行评估。通过使用大型振动台的耦合模型进行了验证测试,验证了该扎带不会失效,并充当了抵抗严重地震的能量吸收装置。由于最近的锅炉结构是基于动态响应分析来设计的,其中考虑了锅炉与结构之间的相互作用以及连接处的能量耗散的影响,因此有必要验证仿真方法的准确性。有鉴于此,在后期分析中讨论了关系的数值模型。然后进行了广泛的数值研究,以评估具有多个地震联系的真实植物。

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