带飞步效应的近断层地震动永久位移的自动恢复

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Zhiwang Chang, Wanheng Li, Katsuichiro Goda, Zhenxu Yan
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引用次数: 0

摘要

在大地震的近断裂带,地面的永久构造偏移造成了飞跃性台阶。包含甩动的地面运动通常以速度的单侧脉冲和振动结束时的非零永久位移(PD)为特征。一般来说,由于各种误差的存在,以及目前在消除原始或未处理的地面运动中包含的误差方面的限制,许多全球数据库中都没有关于PD的信息。错误的来源通常是复杂和不可预测的,这使得检索PD的工作具有挑战性。为了解决这个问题,提出了一种自动基线校正方法来恢复感兴趣的PD。首先假设原始地面运动由低频(LF)和高频(HF)组成,其中低频和高频分别包含PD和误差。采用改进的渐进式迭代方法从原始运动中提取LF内容,同时对HF内容进行滤波以消除误差。然后将提取的低低频和过滤后的HF含量结合起来,得到校正后的地面运动。接下来,98个地面运动被确定为包含投掷,并用于验证所建议的方法。结果表明,所得到的pd与大地测量数据和现有经验模型吻合较好,证明了所提算法的良好性能。最后,讨论了基线修正对近断层地震动特性的影响。该方法不需要选择以往研究中必须指定的任何关键时刻,从而避免了执行相关算法所涉及的主观性和不确定性。此外,它还提供了表征飞步地面运动的客观标准,便于对PD进行定量和系统的研究。对近断裂带记录的原始地震动进行有效校正,对于研究断裂面滑动、评估晃动对地震危险性的影响以及分析近断裂带或跨断裂带建筑物和基础设施的地震反应具有重要意义。提出了一种包含飞阶效应的近断层地震动基线校正的自动化方法。由抛步效应引起的永久位移可以通过使用改进的渐进方法从原始地面运动中恢复。所得永久位移与大地测量数据和现有经验模型吻合较好。对基线校正效果的研究表明,近断层地震动的测试强度测量没有大的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Automated Recovery of Permanent Displacement in Near-Fault Ground Motions with Fling-Step Effects

Automated Recovery of Permanent Displacement in Near-Fault Ground Motions with Fling-Step Effects

The fling-step is a result of the permanent tectonic offset of the ground in the near-fault regions of large earthquakes. Ground motions containing the fling typically feature a one-sided pulse in the velocity and a non-zero permanent displacement (PD) at the end of shaking. Generally, the information regarding PD is not available in many worldwide databases due to the presence of various errors, as well as the limitations of current practices in eliminating the errors that are contained in the raw or unprocessed ground motions. The sources of the errors are usually complex and unpredictable, making the work of retrieving PD challenging. To address this issue, an automated baseline correction approach is proposed to recover the PD of interest. Raw ground motions are first assumed as consisting of the low-frequency (LF) and the high-frequency (HF) contents, with the former and the latter containing the PD and the errors, respectively. The LF contents are extracted from the raw motion by using a modified progressive iterative approach, while the HF contents are filtered to remove the error. The corrected ground motions are then obtained by combining the extracted LF and the filtered HF contents. Ninety-eight ground motions are next identified as containing the fling, and used for validation of the proposed approach. It is shown that the obtained PDs agree well with the geodetic data and existing empirical models, demonstrating the desirable performance of the proposed algorithm. Finally, the effects of baseline corrections on the properties of near-fault ground motions are discussed. The proposed approach does not require the selection of any key time instants that have to be specified in previous studies, thereby avoiding the subjectivity and uncertainty involved in performing relevant algorithms. Besides, it enables an objective criterion for characterizing fling-step ground motions, facilitating the quantitative and systematic investigation of PD. Effective correction of raw ground motions recorded in the near-fault areas is crucial for seismological and earthquake engineering in studying slips on the fault plane, assessing the effect of fling on the seismic hazard, and analyzing the seismic response of near-fault or fault-crossing buildings and infrastructure.

Summary

  • An automated approach is proposed for the baseline correction of near-fault ground motions containing fling-step effects.
  • Permanent displacements resulting from the fling-step effects can be recovered from raw ground motions by using a modified progressive approach.
  • The derived permanent displacements match reasonably well with the geodetic data and existing empirical models.
  • Investigations of the effects of baseline correction indicate that there are no major changes in the tested intensity measures of near-fault ground motions.
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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