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re-assessment of Paks nuclear power plant, Hungarian Atomic Energy Authority, Budapest, 29 December 2011. [5] Hornyacsek, J. Earthquake! Are we prepared? (in Hungarian) Hadmérnök, Vol. VI, No. 1 , 2011 , pp. 276

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Idriss , I. M. ( 1982 ), Ground Motions and Soils Liquefaction during Earthquakes . Technical report , Earthquake Engineering Research Institute . [3]. C. H. Juang

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–487. Ricles J.M., Sause R., Peng S.W., Lu L.W. Experimental evaluation of earthquake resistant posttensioned steel connections, ASCE Journal of Structural Engineering , Vol. 128, No. 7, 2002, pp. 850–859. Lu L

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. Damages indicators for post-earthquake condition assessment Acta Geod Geophys 2013 48 333 345 DOI 10.1007/s40328

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References [1] Vilimi A. , Tóth L. , Katona T. Analysis of consequences of a design basis earthquake for the region

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. , Rosenblueth E. Fundamentals of earthquake engineering , Prentice-Hall , 1971 . [4] Khail L. , Sadek , M. , Shahrour I

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Earthquakes , Monograph MNO-12, Earthquake Engineering Research Institute , Oakland , CA, 2008 . [6] Boulanger R. W. , Idriss I. M

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, Earthquake Engineering and Structural Dynamics , Vol. 37, No. 15, 2008, pp. 1703–1720. Dinu F. Dual high-strength steel eccentrically braced frames with removable links

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of seismic response of structures with supplemental fluid viscous dampers , Technical Report No. NCEER-92-0032 , National Center for Earthquake Engineering Research , Buffalo, New York , 1992 . [7

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Pollack Periodica
Authors: Alina-Maria Nariţa, Vlad Gurza, Răzvan Opriţa, Alexandra Keller, Iasmina Apostol, Marius Moşoarcă, and Cătălina Bocan

. , Mosalam K. M. Structural engineering reconnaissance of the April 6, 2009 , Abruzzo, Italy earthquake and lessons learned, Berkley, PEER Report, No. 105 , 2010 , pp. 1 – 8 , http://peer.berkeley.edu/publications/peer_reports/reports_2010/web

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