On the influence of site conditions and earthquake magnitude on ground-motion within-earthquake correlation: Analysis of PGA data from TSMIP (Taiwan) network

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Title:	On the influence of site conditions and earthquake magnitude on ground-motion within-earthquake correlation: Analysis of PGA data from TSMIP (Taiwan) network
Authors:	温國樑;Sokolov, Vladimir;Wenzel, Friedemann;Wen, Kuo-Liang;Jean, Wen-Yu
Contributors:	地球科學學院地球科學學系
Keywords:	Civil Engineering;Correlation;Correlation analysis;Data analysis;Earth and Environmental Science;Earth Sciences;Earthquakes;Environmental Engineering/Biotechnology;Geological structures;Geology;Geophysics/Geodesy;Geotechnical Engineering & Applied Earth Sciences;Ground motion;Hydrogeology;Instrumentation;Mathematical analysis;Motion control;Networks;Original Research Paper;Seismic activity;Seismic hazard;Seismic phenomena;Soil (material);Soil columns;Soil surfaces;Stations;Structural Geology;Wave velocity
Date:	2012-10-01
Issue Date:	2026-04-23 11:39:25 (UTC+8)
Publisher:	Springer Netherlands;Dordrecht: Springer Science and Business Media LLC
Abstract:	摘要： We analysed the within-earthquake correlation of ground motion using the strong-motion records accumulated by the TSMIP (Taiwan Strong Motion Instrumentation Program) network in Taiwan during 1993–2009. Two ground-motion prediction equations, which were recently developed for peak ground acceleration (PGA) in the region and based on moment and local magnitude and hypocentral distance, were used for the calculation and analysis of ground-motion residuals. We also used the database containing shear-wave velocity data averaged for the top 30 m of the soil column (Vs30) for the TSMIP stations. We showed that the within-earthquake correlation may vary significantly depending on site classes, gross geological features of the area, and magnitude of earthquakes, records of which dominate the analysed dataset. On the one hand, there is a prominent correspondence between the within-earthquake correlation of PGA residuals and spatial correlation of Vs30 values, which was estimated for particular geological structures (e.g., sedimentary filled basins and large plain areas). On the other hand, the high level of ground-motion correlation (or significant non-random component of residuals) may be caused by the joint influence of soft surface soil and thick sediments and by the path or azimuthal effects. The point-source approximation of extended fault and neglected hanging- and foot-wall effects may also result in non-random residuals. The application of empirical correction factors, which consider the magnitude of earthquakes, source-to-site distance and Vs30 value for given stations, allows for the effective reduction in the level of within-earthquake correlation, as well as the within-earthquake standard deviation. The results of the analysis may be used in practical estimates of seismic hazard, damage and loss for spatially distributed structures (portfolios, lifelines) in Taiwan, as well in other regions with similar geological characteristics. 其他題名： Bull Earthquake Eng 出版者： Dordrecht: Springer Science and Business Media LLC 出版日期： 2012-10-01 出處： Bulletin of Earthquake Engineering, 2012-10, Vol.10 (5), p.1401-1429 資源來源： Agricultural & Environmental Science Collection 版權： Springer Science+Business Media B.V. 2012 識別號： ISSN: 1570-761X 識別號： EISSN: 1573-1456 識別號： DOI: 10.1007/s10518-012-9368-5
Appears in Collections:	[Department of Earth Sciences ] journal & Dissertation

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