The EGO method, developed by Egozcue et al. and the SRAMSC method, originally developed by Cornell and later programmed by McGuire, to assess the seismic hazard, are compared for the low seismicity area 'Belgium, The Netherlands, and NW Germany'. Using the same input data, the results of the EGO met
On the reliability of different methods of seismic hazard assessment in Greece
β Scribed by B. C. Papazachos; Ch. A. Papaioannov; D. J. Papastamatiou; B. N. Margaris; N. P. Theodulidis
- Publisher
- Springer Netherlands
- Year
- 1990
- Tongue
- English
- Weight
- 555 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0921-030X
No coin nor oath required. For personal study only.
β¦ Synopsis
Historical and present century instrumental data have been used to determine seismic hazard in 35 sites of Greece by the application of Cornell's method (Cornell, 1968) and the 'mean value' method. The macroseismic intensity has been considered as a measure of seismic hazard. Comparison of the results of the two methods showed that, in general, the 'mean value' method gives higher values, particularly for low probabilities of exceedance. In addition, for some sites, the differences of the expected intensities resulting from the two methods, indicate that finer tuning of the seismogenic souce model is required, or suggest time dependence. Although each one of these methods has its own merits, the method based on seismic zonation (Cornell's method) has several advantages and must be preferred when an accurate zonation is possible by the use of macroseismic and instrumental seismic data, together with geological and geomorphological information. However, reliable estimates of seismic hazard at a particular site require work on a microzoning scale, incorporating historical, archaeological, and recent geological data.
π SIMILAR VOLUMES
A probabilistic procedure was applied to assess seismic hazard for the sites of five Greek cities (Athens, Heraklion, Patras, Thessaloniki and Volos) using peak ground acceleration as the hazard parameter. The methodology allows the use of either historical or instrumental data, or a combination of
Both for purposes of seismic retrofitting and in new designs of building frames, external energy dissipation systems may be advantageously used. In this paper, the improvement of the system reliability achieved through use of external passive metallic or viscous dampers is assessed by simulation. Th
## Abstract ChemInform is a weekly Abstracting Service, delivering concise information at a glance that was extracted from about 200 leading journals. To access a ChemInform Abstract, please click on HTML or PDF.