Evaluation of the site amplification factors estimated by equivalent linear site response analysis using time series and random vibration theory based approaches
| Autor: | Snježana Markušić, Davor Stanko, Radmila Šalić, Zeynep Gülerce |
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| Rok vydání: | 2019 |
| Předmět: |
Ground motion
Series (mathematics) Response analysis 0211 other engineering and technologies Soil Science site response equivalent-linear analysis random vibration theory dynamic soil behaviour site amplification ground motion prediction models 020101 civil engineering Soil classification 02 engineering and technology Geotechnical Engineering and Engineering Geology 0201 civil engineering Theory based Range (statistics) Random vibration Soil properties Biological system 021101 geological & geomatics engineering Civil and Structural Engineering |
| Zdroj: | Soil Dynamics and Earthquake Engineering. 117:16-29 |
| ISSN: | 0267-7261 |
| Popis: | One dimensional (1-D) equivalent-linear (EQL) site response analysis is widely used to estimate the amplification of ground motion intensity measures due to local site conditions. The objective of this study is to estimate and compare the site amplification factors (AFs) using two different 1- D EQL analysis approaches: the time series (TS) approach that employs the recorded ground motions that are suitable with the bedrock design spectrum and the random vibration theory (RVT) based method that utilizes the stochastic spectrum for the design earthquake. Random soil profiles with different soil types, groundwater conditions, and EQL soil properties are combined in the analysis with different ground shaking levels. Analysis results showed that the AFs estimated by the TS- approach are systematically higher than the AFs estimated in RVT-based method in the short period range (T |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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