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首页> 外文期刊>The Open Construction & Building Technology Journal >Damage Potential Prediction of Greek Earthquakes Based on Spectral Sustainability Measures Derived from 3-D Displacement Response Spectra: Part – I
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Damage Potential Prediction of Greek Earthquakes Based on Spectral Sustainability Measures Derived from 3-D Displacement Response Spectra: Part – I

机译:基于3-D位移响应谱的光谱可持续性测度对希腊地震的破坏潜力预测:第一部分

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摘要

The aim of this work is the investigation of the correlation between seismic damage measures and the sustainability of response displacement peak, deduced from novel 3-D response spectra. These spectra are produced with relatively small additional computational cost compared to their 2-D counterparts and incorporate valuable additional information concerning the sustainability of conventional spectral values to the rest of major response cycles. The utilization of 3-D response spectra leads to the computation of handy sustainability indices, proposed herein, that reflect the sensitivity of standard response spectra values to (i) the number of significant response half-cycles (‘transversal’ sustainability index λ1) and (ii) the elongation of fundamental elastic period due to inelastic response (‘horizontal’ sustainability index λ2). Based on selected Greek ground motion records, a time domain inelastic dynamic analysis study was performed for elasto-plastic single degree of freedom (sdof) oscillators. The results reveal the strong correlation between the spectral sustainability indices and the damageability of each record and were utilized to produce empirical estimators as functions of the aforementioned sustainability indices, in order to serve as reliable predictors of standard damage indices. The applicability of the findings to a greater sample of ground motion records and more realistic structural systems (such as single and multi-storey plane RC frames) has been confirmed and will be presented in a forthcoming companion publication.
机译:这项工作的目的是研究地震破坏措施与响应位移峰值的可持续性之间的相关性,该关系是从新颖的3D反应谱推导出来的。与它们的2-D对应物相比,这些光谱以相对较小的附加计算成本生成,并且将有关常规光谱值的可持续性的有价值的附加信息纳入了其余主要响应周期。 3-D响应光谱的利用导致了本文中提出的方便的可持续性指数的计算,反映了标准响应光谱值对(i)重要响应半周期数(“横向”可持续性指数λ1)和(ii)由于无弹性响应(“水平”可持续性指数λ2)而导致的基本弹性周期的延长。基于选定的希腊地面运动记录,对弹塑性单自由度(sdof)振荡器进行了时域非弹性动力分析研究。结果揭示了光谱可持续性指数与每条记录的可破坏性之间的强相关性,并被用来作为上述可持续性指数的函数来产生经验估计量,以便用作标准破坏指数的可靠预测指标。研究结果已被证实适用于更多的地面运动记录样本和更现实的结构系统(例如单层和多层平面RC框架),并将在即将出版的配套出版物中进行介绍。

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