Titlebook: Seismic Hazard of the Circum-Pannonian Region; Giuliano F. Panza,Mircea Radulian,Cezar-Ioan Trifu Book 2000 Springer Basel AG 2000 Seismic

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Substance

A Contribution to Seismic Hazard Assessment in Croatia from Deterministic Modeling,t dataset consists of structural models, parameters of seismic sources, and an updated earthquake catalog. Synthetic strong-motion time series for frequencies below 1 Hz are computed on a grid of sites using the modal summation technique. The long-period hazard is described by the distribution of es

PALSY

Synthetic Seismogram Based Deterministic Seismic Zoning for the Hungarian Part of the Pannonian Basountries. Synthetic seismograms have been computed by the modal summation method up to 1 Hz in order to determine the expected maximum displacement (. ., velocity (. . and the design ground acceleration (DGA) on a 0.2° x 0.2° grid. DGA values have been estimated from the seismograms by using the Eur

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Seismic Hazard of Romania: Deterministic Approach,mplete synthetic seismograms, which are considered to be representative of the different seismogenic and structural zones of the country. The deterministic method addresses issues largely neglected in probabilistic hazard analysis, e.g., how crustal properties affect attenuation, since the ground mo

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,Estimation of Site Effects in Bucharest Caused by the May 30–31, 1990, Vrancea Seismic Events, destructive effects experienced in the Romanian territory, and may seriously affect high risk construction located on a wide area, from Central to Eastern Europe. This seismogenic volume must be taken into account both for seismic hazard analysis at the regional level (southeastern Europe) and nati

STRIA

The Dependence of , with Seismic-induced Strains and Frequencies for Surface Layers from Resonant Cat a frequency ω, physically, the . factor is equal to the ratio of energy dissipated per cycle to the total energy . . = Δ./(2π.). The authors used Hardin and Drnevich resonant columns to determine the damping capacity of cylindrical specimens from surface soil layers during torsional and longitudi

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2504-3625 there is little seismic history. Maximum displacements, velocities, and, based on the European Build­ ing Code EC8, design ground acceleration maps have thus been produced by ZivCic et al. for Slovenia, Marku§ic et al. for Croatia, Bus et al. for Hungary, and Radulian et al. for Romania. The last tw

Diluge

Book 2000ittle seismic history. Maximum displacements, velocities, and, based on the European Build­ ing Code EC8, design ground acceleration maps have thus been produced by ZivCic et al. for Slovenia, Marku§ic et al. for Croatia, Bus et al. for Hungary, and Radulian et al. for Romania. The last two contribu

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Stress in the Descending Relic Slab beneath the Vrancea Region, Romania,asalt-eclogite phase changes in the oceanic slab indicate that a pure phase-transition model cannot solely explain the intermediate-depth earthquakes in the region. We consider that one of the realistic mechanisms for triggering these events in the Vrancea slab can be the dehydration of rocks which makes fluid-assisted faulting possible.

maculated

Upper Crustal Velocity Structure in Slovenia from Rayleigh Wave Dispersion,astern Slovenia, to about 3.25 km/s in western Slovenia. The shear-wave velocity in the crystalline layer is around 3.5–3.7 km/s in the eastern part, while in the western part it reaches a rather high value of about 3.85 km/s.