基于修正Mercalli烈度的印度概率地震危险性评估与区划

IF 4.1 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Ravi Kanth Sriwastav, Narsiram Gurjar, STG Raghukanth
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引用次数: 0

摘要

概率地震危险性评估(PSHA)综合了震源、震级、距离和频谱分布等概率因素。该方法已被广泛应用于以峰值地面加速度(PGA)作为强度度量(IM)的危险图和区域图的绘制。相反,在印度,地震强度是在没有仪器的情况下测量地震事件的关键,过去一直是地震带地图的主要输入,而不包括概率严谨性。使用PGA的基于psha的区划往往忽略了空间损伤分布,而没有概率方法的基于mmi的区划无法考虑地震变异性、震源特征和场地效应。为了解决这些限制,本研究为印度次大陆引入了一个基于强度的PSHA框架。利用历史和当代强度数据,它通过计算过去的破坏分布和建筑环境的空间变化来增强危害评估,生成与观测到的地震影响更紧密一致的危害图。本文首先利用人工神经网络(ANN)在综合强度数据集上训练,建立了修正Mercalli强度(MMI)的区域强度预测模型(IPM)。在IPM发育过程中,印度次大陆被划分为四个构造域:(i)喜马拉雅活动地壳区,(ii)印度-恒河盆地,(iii)稳定大陆或印度盾区,以及(iv)印度-缅甸和安达曼-尼科巴俯冲区。利用该IPM,采用逻辑树方法进行风险评估,以解决认知不确定性,生成基于mmi的风险曲线和地图。基于烈度的地震带图是使用自然断裂算法创建的。一项对比分析评估了基于mmi的地震区划与传统基于pga的方法的有效性,证明了其在印度不同构造环境中更准确的灾害特征。研究结果表明,与其将基于PGA和基于mmi的PSHA方法视为相互竞争的方法,还不如将两者合理地结合起来,从而改进地震危险性表征。基于pga的地图对于工程设计和结构性能评估仍然至关重要,而基于mmi的地图提供了对空间损伤模式的关键见解,特别是在有历史强度记录的地区。通过利用这两种方法的优势,可以开发出更全面、更可靠的地震区划图,以更好地解释区域构造变化和真实世界的地震影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Modified Mercalli intensity-based probabilistic seismic hazard assessment and zonation of India

Modified Mercalli intensity-based probabilistic seismic hazard assessment and zonation of India

The probabilistic seismic hazard assessment (PSHA) incorporates probabilistic elements such as earthquake source, magnitude, distance, and spectral distribution. The approach has been widely used for developing hazard maps and zone maps considering Peak ground acceleration (PGA) as the intensity measure (IM). Conversely in India, earthquake intensity, which is crucial for measuring seismic events without instruments, has been the primary input for seismic zone maps in the past without including probabilistic rigor. PSHA-based zonation using PGA often overlooks spatial damage distribution, while MMI-based zonation without probabilistic approaches fails to account for seismic variability, source characteristics, and site effects. To address these limitations, this study introduces an intensity-based PSHA framework for the Indian subcontinent. Leveraging historical and contemporary intensity data, it enhances hazard assessments by accounting for past damage distribution and spatial variations in the built environment, producing hazard maps that align more closely with observed seismic impacts. A region-specific Intensity Prediction Model (IPM) for Modified Mercalli Intensity (MMI) is first developed using an artificial neural network (ANN) trained on a comprehensive intensity dataset. The Indian subcontinent is classified into four tectonic domains while developing IPM: (i) Himalayan Active Crustal Region, (ii) Indo-Gangetic Basin, (iii) Stable Continental or Indian Shield Region, and (iv) Indo-Myanmar and Andaman-Nicobar Subduction region. Utilizing this IPM, hazard assessment is conducted employing a logic-tree approach to address epistemic uncertainties, generating MMI-based hazard curves and maps. Intensity-based seismic zone maps are created using the natural break algorithm. A comparative analysis evaluates the effectiveness of MMI-based seismic zoning versus traditional PGA-based methods, demonstrating its potential for more accurate hazard characterization in India’s diverse tectonic settings. The findings suggest that rather than considering PGA- and MMI-based PSHA approaches as competing methods, a rational integration of both can lead to an improved seismic hazard characterization. PGA-based maps remain essential for engineering design and structural performance assessment, whereas MMI-based maps provide critical insights into spatial damage patterns, particularly in regions where historical intensity records are available. By leveraging the strengths of both approaches, a more holistic and reliable seismic zonation map can be developed to better account for regional tectonic variability and real-world earthquake impacts.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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