Effect of Epicenter Data Inconsistency in Determining Bandwidth and its Subsequent Use in Hazard Analysis for Chennai Using Kernel Smoothing Approach

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
C. Ramanna, G. Dodagoudar
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引用次数: 2

Abstract

The most important parameter in the kernel density estimator is the bandwidth or spread or window width. The bandwidth of the kernel density estimator, which follows the power law, is determined using the nearest neighborhood technique for the earthquake catalog which is divided into bins. For reliable hazard estimates, the magnitude bins used in developing the power law and estimating the spatial activity rate density function should be the same. It is important that consistency be maintained between the earthquake epicenters used in determining the bandwidth and the epicenters to which the bandwidth is applied subsequently. In this paper, the effect of epicenter data inconsistency on hazard estimates for various return periods for Chennai is evaluated. Two methods of binning are used, one in which the epicenters used in deriving the bandwidth is in line with the epicenters used in arriving at the spatial activity rate and the other where the epicenters used in deriving the bandwidth are just grouped by dividing the catalogue into equal bins. Seismic hazard estimations are compared using these two approaches of forming the magnitude bins for Chennai, Tamil Nadu, India. The peak ground acceleration (PGA) values obtained from Binning Methods 1 and 2 for 475 years return period are 0.0955g and 0.0802g respectively. The difference in PGA and peak spectral acceleration (PSA) from the two binning methods ranges from 20 to 10% with respect to Binning Method 1 for the return periods of 72 to 2475 years.
震中数据不一致对确定带宽的影响及其在核平滑法金奈灾害分析中的后续应用
核密度估计器中最重要的参数是带宽或扩展或窗宽。遵循幂律的核密度估计器的带宽是使用最近邻技术来确定地震目录的,地震目录被划分为多个箱子。为了进行可靠的灾害估计,在发展幂律和估计空间活动率密度函数时使用的震级箱应该是相同的。在确定带宽时使用的地震震中与随后应用带宽的震中之间保持一致性是很重要的。本文评价了震中数据不一致性对金奈不同回归期灾害估计的影响。采用了两种分组方法,其中一种方法是用于推导带宽的震中与用于计算空间活动率的震中一致,另一种方法是通过将目录划分为相等的分组来对用于推导带宽的震中进行分组。用这两种方法对印度泰米尔纳德邦金奈的地震危险性估计进行了比较。Binning方法1和方法2在475年的回归周期内得到的峰值地面加速度(PGA)值分别为0.0955g和0.0802g。在72 ~ 2475年的回归周期内,两种分形方法的PGA和峰值光谱加速度(PSA)与分形方法1的差异在20% ~ 10%之间。
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
CiteScore
1.90
自引率
25.00%
发文量
11
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