PERBANDINGAN NILAI PERCEPATAN TANAH MAKSIMUM BERDASARKAN MODIFIKASI KONSTANTA ATENUASI DAN DATA ACCELEROGRAPH TAHUN 2008-2016 PADA STASIUN BMKG LAMPUNG

JGE Pub Date : 2020-01-17 DOI:10.23960/JGE.V4I2.1067
Pipit Melinda Meitawati, B. Mulyatno, Karyanto Karyanto, Agung Setiadi
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Abstract

Peak ground acceleration is one of the parameters used in estimating the extent of breakdown caused by earthquake shocks. In the present study, the determination of an attenuation empirical formula PGA (Peak Ground Acceleration) based on the attenuation equation Lin and Wu (2010). Data used in the study of seismic event data by period year 2008-2012. Through the calculation of regression analysis, then obtained the function attenuation of peak ground acceleration in Lampung region at each station accelerograph.At the LWLI accelerograph station obtained the value of the empirical coefficient of the distance of earthquake -2.351, the empirical coefficient of earthquake magnitude 0,574, and the constant 2,430. At the KASI accelerograph station obtained the value of the empirical coefficient of the distance of earthquake -2.522, the empirical coefficient of earthquake magnitude 0.654, and the constant 2.182. At the BLSI accelerograph station obtained the value of the empirical coefficient from the distance of earthquake -3.224, the empirical coefficient of earthquake magnitude 0.651, and constant 4,092. At the KLI accelerograph station obtained the value of the empirical coefficient from the distance of earthquake -2.746, the empirical coefficient of earthquake magnitude 0.751, and the constant 2.053.Result of correlation test verification, chart relation between distance and magnitude earthquakes, ratio PGA contour maps, as well as a ratio between the value of PGA models with the observation of accelerograph year 2013-2016 show that the acceleration attenuation function of the obtained soil is relatively good. Based on PGA attenuation contour map model at an event the earthquake on 28th May 2011, PGA great value be found in the Liwa region with a PGA score of 10-20 gal and its seismic intensity value is V-VI MMI. It happens because of the source the earthquake is in the western sea of Liwa.
最大年速度的比较表明了对重要BMKG站的加速度和2008-2016年加速度常数的修改
峰值地面加速度是估计地震破坏程度的参数之一。在本研究中,基于衰减方程Lin和Wu(2010)的衰减经验公式PGA (Peak Ground Acceleration)的确定。2008-2012年地震事件数据研究使用的数据。通过回归分析计算,得到了楠榜地区各测点加速度峰值的函数衰减。在LWLI加速度台站得到地震距离经验系数-2.351,地震震级经验系数0.574,常数2430。KASI加速度台站的地震距离经验系数为-2.522,震级经验系数为0.654,常数为2.182。BLSI加速度站从地震距离-3.224,地震震级经验系数0.651,常数4092得到经验系数值。在KLI加速度台站,地震距离经验系数为-2.746,震级经验系数为0.751,常数为2.053。相关试验验证、距离与震级关系图、比值PGA等高线图以及PGA模型值与2013-2016年加速度年观测值的比值表明,所得土体加速度衰减函数较好。基于2011年5月28日地震事件的PGA衰减等值线图模型,在Liwa地区发现了PGA大值,PGA评分为10-20 gal,地震烈度值为V-VI MMI。这是因为地震的震源在里瓦海的西部。
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JGE
JGE
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