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Comparative Analysis of the Empirical Seismic Vulnerability of Typical Structures in Multiple Intensity Zones

Structures”, 4(3): 299-324, 2013. 15. D. Gautam, G. Fabbrocino, F.S. De magistris, “Derive empirical fragility functions for Nepali residential buildings. Engineering Structures”, 171, 617-628, 2018. 16. M. Naguit, P. Cummins, M. Edwards, H. Ghasemi, B. Bautista, H. Ryu, M. Haynes, “From Source to Building Fragility: Post-Event Assessment of the 2013 M7.1 Bohol, Philippines, Earthquake”, Earthquake Spectra 33(3): 999-1027, 2017. 17. Q. Xu, S.S. Zheng, Y.Z. Han, “Steel frame seismic vulnerability based on a global structural damage index”, Journal of

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Seismic Design Isues

] Kegyes-Brassay O., Ray R. P.: Earthquake Risk Assessment – Effect of a Seismic Event in a Moderate Seismic Area , Acta Technica Jaurensis, 9/1. (2016) 1–15. [5] de Boer J. Z., Sanders D. Th.: Earthquakes in human history: the far-reaching effects of seismic disruptions., Princeton University Press, Princeton, New Jersey, 2005, 278. [6] P100-1: Cod de proiectare seismică . Partea I – prevederi de proiectare pentru cladiri, MDRAP, 2013.

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Analysis and Visualization of Natural Threats Against the Security of Electricity Transmission System

retrospective," RMS2008. [23] J. Cosgrave, "Tsunami Evaluation Coalition: Initial Findings," ALANP2006. [24] L. S. Cluff, "Effects of the 2004 Sumatra-Andaman Earthquake and Indian Ocean Tsunami in Aceh Province " Engineering for the Threat of Natural Disasters, vol. 37, 2007. [25] M. Hamada and T. Koike, Critical urban infrastructure handbook. Florida, U.S.: CRC Press, 2014. [26] I. Forecasting, "Tohoku Earthquake & Tsunami Event Recap Report. Impact Forecasting," Aon Benfield2011. [27] World

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