\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632<\/p>\n
\u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc\u060c \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0648 \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0633\u0627\u0632\u0647 \u0628\u062a\u0646\u06cc \u0628\u0631 \u0627\u0633\u0627\u0633 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647(EN-Eurocode 8)<\/strong><\/p>\n Seismic Design, Assessment and Retrofitting of Concrete Buildings: based on EN-Euroc <\/strong><\/span><\/p>\n<\/p>\n <\/p>\n \nProduct Description:<\/p>\n \u062f\u0631 \u0627\u062f\u0627\u0645\u0647 \u0645\u0637\u0644\u0628<\/span><\/span><\/p>\n \u0628\u0627\u0632\u06af\u0634\u062a \u0628\u0647 \u0635\u0641\u062d\u0647 \u0627\u0635\u0644\u06cc \u0648\u0628\u0644\u0627\u06af \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646(\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/p>\n<\/div>\n<\/div>\n<\/div><\/div>\n \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646<\/p>\n","protected":false},"excerpt":{"rendered":" \u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632 \u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc\u060c \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0648 \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0633\u0627\u0632\u0647 \u0628\u062a\u0646\u06cc \u0628\u0631 \u0627\u0633\u0627\u0633 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647(EN-Eurocode 8) Seismic Design, Assessment and Retrofitting of Concrete Buildings: based on EN-Euroc Seismic Design, Assessment and Retrofitting of Concrete Buildings: based on EN-Eurocode 8 (Geotechnical, Geological, and Earthquake Engineering) By Michael N. Fardis Springer, pages 743 … \u0627\u062f\u0627\u0645\u0647 \u062e\u0648\u0627\u0646\u062f\u0646 \u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc\u060c \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0648 \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0633\u0627\u0632\u0647 \u0628\u062a\u0646\u06cc \u0628\u0631 \u0627\u0633\u0627\u0633 \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647(EN-Eurocode 8) (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633<\/span>
\n Design, Assessment and Retrofitting of Concrete Buildings: based on
\nEN-Eurocode 8 (Geotechnical, Geological, and Earthquake Engineering)<\/div>\n
\n Springer, pages 743 <\/div>\n
\nEuropean seismic code, this professional book focuses on seismic
\ndesign, assessment and retrofitting of concrete buildings, with
\nthorough reference to, and application of, EN-Eurocode 8. Following the
\n publication of EN-Eurocode 8 in 2004-05, 30 countries are now
\nintroducing this European standard for seismic design, for application
\nin parallel with existing national standards (till March 2010) and
\nexclusively after that. Eurocode 8 is also expected to influence
\nstandards in countries outside Europe, or at the least, to be applied
\nthere for important facilities. Owing to the increasing awareness of the
\n threat posed by existing buildings substandard and deficient buildings
\n and the lack of national or international standards for assessment and
\n retrofitting, its impact in that field is expected to be major.<\/div>\n