Titlebook: Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data; Marco Mucciarelli,Marijan Herak,John Cassidy Confe

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1874-6519 even more complex. These phenomena are often the cause of observed damage enhancement during past ear- quakes. While research may pursue complex models to fully understand soil dyn- ics under seismic loading, 978-1-4020-9194-0978-1-4020-9196-4Series ISSN 1874-6519 Series E-ISSN 1874-6543

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Ambient Noise and Site Response: From Estimation of Site Effects to Determination of the Subsoil St

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Are Transients Carrying Useful Information for Estimating H/V Spectral Ratios?,f the data and estimation of the spectral amplitude decay with distance, we provide an explanation in terms of the composition of the wavefield over certain distance ranges. Our results highlight the importance of a better understanding of the wave-field composition for better exploiting the potenti

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Estimates of Vs30 Based on Constrained H/V Ratio Measurements Alone, fit the experimental H/V with the synthetic one. The synthetic H/V curve is calculated by assuming a tremor wavefield with Rayleigh and Love waves in the fundamental mode in a stratified 1-D soil model. A validity check of this technique has been performed on a variety of geological settings in Nor

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Comparison of Recorded Dynamic Characteristics of Structures and Ground During Strong and Weak Shakic characteristics identified from weak motions should be carefully considered before generalizing these characteristics as representative of strong shaking as well..In this paper, we investigate the fundamental frequencies of an undamaged case study building for which there are numerous studies of

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Effect of Buildings on Free-Field Ground Motion, in Los Angeles, whose vibration was caused by the sonic boom of the Space Shuttle. Recent active experiments have been carried out by Guéguen et al. (2000) and Guéguen and Bard (2005) on a five-story RC-building model (1:3) located in the EuroSeisTest site at Volvi (GR), by Mucciarelli et al. (2003

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