Regional Adjustments to NGA-West2 Ground-Motion Models for Turkey

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Earthquake Engineering & Structural Dynamics Pub Date : 2026-04-03 Epub Date: 2026-02-12 DOI:10.1002/eqe.70139
Mao-Xin Wang, Gang Wang
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引用次数: 0

Abstract

This paper presents a ground-motion model updating (GMMU) framework to adjust NGA-West2 models for predicting a set of intensity measures in Turkey, including peak ground acceleration (PGA), peak ground velocity (PGV), and pseudo-spectral acceleration (PSA) at periods ranging from 0.01 to 10 s. The GMMU framework integrates bias identification and coefficient updating for the NGA-West2 models based on more than 9000 Turkish ground-motion records from over 500 earthquakes during 1977–2023. Only a portion of coefficients mainly related to the small-to-moderate magnitude scaling, distance scaling, and linear site response are adjusted using the regional data, whereas the other well-constrained aspects (e.g., hanging wall and nonlinear site response) are retained. The GMMU is based on a series of crossed-nested mixed-effects regressions incorporating between-event, site-to-site, and event-site-corrected residual terms. The results show that the global NGA-West2 models developed by using less than 70 Turkish records exhibit notable incompatibilities with the current large database, especially for short-to-moderate spectral periods within the earthquake magnitude range of 4.5–6.5. In contrast, the region-adjusted models provide improved estimates of both medians and standard deviations by incorporating the Turkish ground-motion attenuation characteristics. Additionally, a distance- and site-condition-dependent directionality model is developed for Turkey to estimate the maximum intensities over horizontal orientations (RotD100), mitigating the slight overestimation by the NGA-West2 model for periods longer than 0.2 s. The updated models can be applied for shallow crustal earthquakes with magnitudes ranging from 3.5 to 7.8 and distances shorter than 400 km.

Abstract Image

Abstract Image

土耳其NGA-West2地面运动模式的区域调整
本文提出了一个地面运动模型更新(GMMU)框架,用于调整NGA-West2模型,以预测土耳其在0.01 ~ 10 s范围内的一组强度测量,包括峰值地面加速度(PGA)、峰值地面速度(PGV)和伪谱加速度(PSA)。GMMU框架集成了NGA-West2模型的偏差识别和系数更新,该模型基于1977-2023年期间500多次地震的9000多个土耳其地面运动记录。利用区域数据只调整了部分主要与中小震级尺度、距离尺度和线性场地响应相关的系数,而保留了其他约束良好的方面(如上墙和非线性场地响应)。GMMU基于一系列交叉嵌套混合效应回归,包括事件间、站点间和事件站点校正残差项。结果表明,使用少于70个土耳其记录建立的全球NGA-West2模式与当前大型数据库存在明显的不兼容性,特别是在4.5-6.5震级范围内的中短谱周期。相比之下,区域调整模型通过结合土耳其地震动衰减特性,提供了对中位数和标准差的改进估计。此外,土耳其开发了一个依赖于距离和地点条件的方向性模型来估计水平方向上的最大强度(RotD100),减轻了NGA-West2模型在超过0.2秒的周期内的轻微高估。更新后的模型可用于震级在3.5到7.8级之间、距离小于400公里的浅层地壳地震。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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