#THESSA S.A ATHENS GREECE 2004 FULL#
#THESSA S.A ATHENS GREECE 2004 SOFTWARE#
#THESSA S.A ATHENS GREECE 2004 CODE#

Bulletin Seismological Society America, 102, 909–917. Including foreshock and aftershocks in time-independent probabilistic seismic-hazard analyses. Near-fault broadband ground motion simulation applications at the Central Ionian Islands, Greece. īonatis, P., Akinci, A., Karakostas, V., Papadimitriou, E., & Kaviris, G. Bulletin of Earthquake Engineering, 13, 3779–3808. Accidental eccentricity in multistory buildings due to torsional ground motion. Natural Hazards and Earth System Sciences, 4, 399–405. Estimation of the seismic hazard parameters for various sites in Greece using a probabilistic approach.

Journal of Structural Engineering, 137(3), 322–331. Conditional mean spectrum: Tool for ground motion selection. BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI, Publicat de Universitatea Tehnică, Gheorghe Asachi” din Iaşi Tomul LVI (LX), Fasc. The torsional eccentricity of the structures in miscellaneous deising codes. The Kalamata, Greece, Earthquake of September 13, 1986. Bulletin of Earthquake Engineering, 17, 37–54. A streamlined approach for the seismic hazard assessment of a new nuclear power plant in the UK. W., Hunt, S., Lessi-Cheimariou, A., Daví, M., & Robertson, C. J., Strasser, F., Garrard, G., Green, G., Rivers, L., Douglas, J., Musson, R. University Science Books.Īldama-Bustos, G., Tromans, I. Bulletin of Earthquake Research, 43, 237–239.Īki, K., & Richards, P. Maximum likelihood estimate of bin the formula logN = a−bmand its confidence limits. Bulletin of Earthquake Engineering, 17, 1863–1890. A probabilistic approach for seismic risk assessment based on vulnerability functions. G., de la Puente, J., Lantada, N., & Rodríguez-Lozoya, H.

#THESSA S.A ATHENS GREECE 2004 SOFTWARE#

Development and validation of software CRISIS to perform probabilistic seismic hazard assessment with emphasis on the recent CRISIS2015. Lastly, the results are compared to the seismic histories of the five major towns in terms of European Macroseismic Scale (EMS98) intensity, plotted for the last 200 years.Īguilar-Meléndez, A., Ordaz, M., De la Puente, J., González Rocha, S., Rodríguez-Lozoya, H., Ceballos, A., García Elías, A., Calderón-Ramón, C., Escalante-Martínez, J., Laguna-Camacho, J., & Campos-Rios, A. The latter provides essential information about the design parameters. Furthermore, the Uniform Hazard Spectrum (UHS) in terms of Spectral Acceleration for the same towns is computed.

Pylos and Filiatra have intermediate to high hazard, whereas Kalamata and Messini show intermediate hazard values.

#THESSA S.A ATHENS GREECE 2004 FULL#

Kyparissia has the higher hazard in all probabilities of exceedance, which is in full agreement with the PGA and PGV results. Kalamata, Messini, Filiatra, Kyparissia and Pylos. In addition, hazard curves in terms of PGA for multiple probabilities of exceedance in 50 years are determined for five major towns of Messinia, i.e.

#THESSA S.A ATHENS GREECE 2004 CODE#

The results show an increase of the hazard values in the NW part of the study area, where the Greek Building Code provides lower PGA values. For PGA and PGV, a logic tree approach is considered, where every branch is a hybrid version of each GMPE considering the percentage of the type (normal or non-normal) of focal mechanisms for all zones of the seismotectonic model. The computational grid spacing for Messinia was set to 1 km, in order to accurately calculate the hazard parameters and to reduce the bias of the results through interpolation processes. The widely used approach proposed by Cornell and McGuire is implemented taking into account: (a) the seismotectonic model proposed by Seismic Hazard Harmonization in Europe (SHARE), (b) an earthquake catalogue for the instrumental period and (c) Ground Motion Prediction Equations (GMPEs) proposed for the Greek territory.

PGRA and PGRV are not often examined in detail in the literature, even though they are useful for the evaluation of the possible damages in structures. In the present study, a Probabilistic Seismic Hazard Assessment (PSHA) is applied to estimate the Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV), Peak Ground Rotational Acceleration (PGRA) and Peak Ground Rotational Velocity (PGRV) for the broader Messinia region. Large earthquakes have occurred in the study area, both in the historical and instrumental periods. The arc is dominated by reverse faulting, whereas normal faults are mapped onshore, mainly striking N–S. Messinia is located in SW Peloponnese (Greece), in the vicinity of the Hellenic Arc which is one of the most seismically active areas of Europe.

Thessa s.a athens greece 2004