کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
304132 512784 2014 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Seismic microzonation studies for the city of Ragusa (Italy)
ترجمه فارسی عنوان
مطالعات ریزنشتی لرزه ای برای شهر رگوزا (ایتالیا)
کلمات کلیدی
لرزه خیزی تاریخی خصوصیات ژئوتکنیکی، زمین لرزه، اثرات سایت، نقشه های تکان دهنده جغرافیایی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• The geotechnical characterisation of the city of Ragusa has been performed by in situ and laboratory tests.
• Soil response analyses have been performed in about 120 borings location through the application of some 1-D non-linear models.
• The seismic microzonation of the city of Ragusa has been developed in terms of different peak ground acceleration sectors.
• Shaking maps for the urban area of the city of Ragusa were generated via GIS for the earthquake scenarios.

The seismic history of the city of Ragusa (Italy), the geotechnical characterisation of the subsoil and the site response analysis should be correctly evaluated for the definition of the Seismic Geotechnical Hazard of the city of Ragusa, through geo-settled seismic microzoning maps. Basing on the seismic history of the city of Ragusa, the following earthquake scenarios have been considered: the “Val di Noto” earthquake of January 11, 1693 (with intensity X–XI on MCS scale, magnitude MW=7.41 and epicentral distance of about 53 km); the “Etna” earthquake of February 20, 1818 (with intensity IX on MCS scale, magnitude MW=6.23 and epicentral distance of about 64 km); the Vizzini earthquake of April 13, 1895 (with intensity I=VII–VIII on MCS scale, magnitude MW=5.86 and epicentral distance of about 26 km); the “Modica” earthquake of January 23, 1980 (with intensity I=V–VI on MCS scale, magnitude MW=4.58 and epicentral distance of about 10 km); the “Sicilian” earthquake of December 13, 1990 (with intensity I=VII on MCS scale, magnitude MW=5.64 and epicentral distance of about 50 km). Geotechnical characterisation has been performed by in situ and laboratory tests, with the definition of shear wave velocity profiles in the upper 30 m of soil. Soil response analyses have been evaluated for about 120 borings location by some non-linear 1-D models. Finally the seismic microzonation of the city of Ragusa has been obtained in terms of maps with different peak ground acceleration at the surface; shaking maps for the central area of the city of Ragusa were generated via GIS for the earthquake scenarios.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soil Dynamics and Earthquake Engineering - Volume 56, January 2014, Pages 86–97
نویسندگان
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