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The importance of non-spectral intensity measures on the risk-based structural responses

机译:非光谱强度测量对基于风险的结构响应的重要性

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This study examines the impact of neglecting non-spectral parameters of ground motions (GMs), particularly GM duration, on the structural responses using a risk-based seismic assessment framework, which measures the annual rates of exceedance for a specified amplitude of structural response. This study gives a special attention to the role of the primary intensity measure (IM) that used to characterize the severity of GM (i.e., known as the conditioning IM) on the degree to which GM duration affects the risk-based structural responses. For this purpose, the responses of three steel moment resisting frame buildings are compared when subjected to different ensembles of GMs selected based on the generalized conditional intensity measure (GCIM). The GCIM framework can include different features of GMs in the GM selection process through constructing their conditional distributions given a specified conditioning IM. However, the conditional distributions of GM features change as the conditioning IM changes. The results demonstrate that for all considered conditioning IMs in this study, except spectrum intensity (SI), it is nearly impossible to select a set of as-recorded GMs with the unbiased distributions for all considered IMs, particularly over rare hazard levels. In addition, the results indicate that neglecting non spectral IMs, when the conditioning IM is SI, could overestimate (up to 50% over rare earthquake intensity levels) the MIDR risk-based structural responses with respect to a reference structural response, which resulted from a set of GMs with the unbiased distributions for all considered IMs, for the considered buildings and site. Furthermore, the findings confirm that GM duration in terms of significant duration even in case of shallow events could be an important parameter to be incorporated in GM selection. For the present case study structures and considered site, the induced bias in structural responses due to neglecting GM duration could vary up to about 40% over the rare hazard levels depending on the applied conditioning IM.
机译:这项研究使用基于风险的地震评估框架,检验了忽略地震动(GMs)的非频谱参数,特别是GM持续时间对结构响应的影响,该框架评估了特定结构响应振幅下的年度超标率。这项研究特别关注了主要强度测量(IM)的作用,该强度用于表征GM持续时间影响基于风险的结构反应程度的严重程度(即称为条件性IM)。为此,比较了三种钢制抗弯框架建筑物在经受基于广义条件强度度量(GCIM)选择的不同GM集合时的响应。通过在给定条件IM的情况下构造其条件分布,GCIM框架可以在GM选择过程中包括GM的不同功能。但是,GM条件的条件分布随条件IM的变化而变化。结果表明,对于本研究中所有考虑的条件IM,除了频谱强度(SI)之外,几乎不可能为所有考虑的IM选择一组具有无偏分布的已记录GM,尤其是在罕见危害水平上。此外,结果表明,当条件IM为SI时,忽略非频谱IM,可能会相对于参考结构响应而高估基于MIDR风险的结构响应(在罕见地震烈度水平上,最高可达50%)。一组GM,其所有考虑的IM,所考虑的建筑物和场所均具有无偏分布。此外,研究结果证实,即使是浅事件,GM持续时间在显着持续时间方面也可能是要纳入GM选择的重要参数。对于本案例研究的结构和所考虑的位置,由于忽略了GM持续时间而导致的结构响应中的诱导偏差在罕见危害水平上的差异可能高达40%,具体取决于所应用的条件IM。

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