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Laura P Perucca, Enrique Godoy and Ana Pantano

paleolake (California). Geology 39, 1055-1058. Gibert, L., Sanz de Galdeano, C., Alfaro, P., Scott, G. & Lopez Garrido, A.C., 2005. Seismic induced slump in Early Pleistocene deltaic deposits of the Baza Basin (SE Spain). Sedimentary Geology 179, 279-294. He, B., Qiao, X., Jiao, C., Xu, Z., Cai, Z., Guo, X., Zhang, Y. & Zhang, M., 2014. Paleo-earthquake events in the late Early Palaeozoic of the central Tarim Basin: evidence from deep drilling cores. Geologos 20, 105-123. Karlin, R.E., Holmes, M., Abella, S. & Sylwester, R., 2004. Holocene landslides and a 3500

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Navid Hosseini, Kazem Oraee, Kourosh Shahriar and Kamran Goshtasbi

Technologies - A Look at the Moonee Colliery Experience . Proceedings of the 24th international conference ground control in mining, Morgantown, WV, p. 44-60. Iannacchione A.T., Esterhuizen G.S., Bajpayee T.S., Swanson P.L., Chapman M.C., 2005b. Characteristics of Mining-Induced Seismicity Associated with Roof Falls and Roof Caving Events . Proceedings of the 40th U.S. Rock Mechanics Symposium, Anchorage, AK, Alexandria, pp. 1-10. Jeremic M.L., 1985. Strata Mechanics in Coal Mining . A.A. BALKEMA, Rotterdam, Netherlands

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Juergen Gusterhuber, István Dunkl, Ralph Hinsch, Hans-Gert Linzer and Reinhard Sachsenhofer

. 2006: Seismic facies and reservoir characteristics of a deep marine channel belt in the Molasse foreland basin. AAPG Bull. 90, 735-752. Donelick R. A., Ketcham R. A. & Carlson W. D. 1999: Variability of apatite fission-track annealing kinetics. II. Crystallographic orientation effects. Amer. Mineralogist 84, 9, 1224-1234. Dumitru T. A. 1993: A new computer-automated microscope stage system for fission-track analysis. Nucl. Tracks Radiat. Meas 21, 575-580. Farley K. A. 2002: (U

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Josef Stemberk, Miloš Briestenský and Stefan Cacoń

, Polish Academy of Sciences B−9 (193): 49-54. GÓRSKI M. 1997. Seismicity of the Hornsund region, Spitsbergen: icequakes and earthquakes. Publi− cations of the Institute of Geophysics, Polish Academy of Sciences B−20 (308): 1-77. GÓRSKI M. and TEISSEYRE R. 1991. Seismic events in Hornsund, Spitsbergen. Polish Polar Re− search 12: 345-352. HARLAND W.B. 1969. Contribution of Spitsbergen to understanding of tectonic evolution of North Atlantic Region. In: M. Kay (eds) North Atlantic - Geology and Continental Drift. Memoir of

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Aleksandra Vierek

References Aigner, T., 1985. Storm depositional systems. Lecture Notes in Earth Sciences 3, 1-174. Bábek, O., Přikryl, T. & Hladil, J., 2007. Progressive drowning of carbonate platform in the Moravo-Silesian Basin (Czech Republic) before the Frasnian/ Famennian event: facies, compositional variations and gamma-ray spectrometry. Facies 53, 293-316. Bełka, Z. & Narkiewicz, M., 2008. Devonian. [In:] T. Mc- Cann (Ed.): The geology of central Europe. Vol.1: Precambrian and Paleozoic. The Geological Society

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Róbert Kysel, Andrej Cipciar, Zuzana Chovanová, Kristián Csicsay, Lucia Fojtíková and Jozef Kristek

References ESI SAS (Earth Science Institute of the Slovak Academy of Sciences), 2004: National Network of Seismic Stations of Slovakia. Deutsches GeoForschungsZentrum GFZ, Other/Seismic Network, doi: 10.14470/FX099882. Fojtíková L., Kristeková M., Málek J., Sokos E., Csicsay K., Záhradník J., 2015: Quantifying capability of a local seismic network in terms of locations and focal mechanism solutions of weak earthquakes. Journal of Seismology, 20 , 1, 93–106, doi: 10.1007/s10950-015-9512-1. GEOFON Data Center, 1993: GEOFON Seismic Network

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Róbert Kysel, Andrej Cipciar, Zuzana Chovanová, Kristián Csicsay, Lucia Fojtíková, Martin Gális and Miriam Kristeková

References ESI SAS (Earth Science Institute of the Slovak Academy of Sciences), 2004: National Network of Seismic Stations of Slovakia. Deutsches GeoForschungsZentrum GFZ, Other/Seismic Network, doi: 10.14470/FX099882. Fojtíková L., Kristeková M., Málek J., Sokos E., Csicsay K., Záhradník J., 2015: Quantifying capability of a local seismic network in terms of locations and focal mechanism solutions of weak earthquakes. Journal of Seismology, 20 , 1, 93–106, doi: 10.1007/s10950-015-9512-1. GEOFON Data Center, 1993: GEOFON Seismic Network

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Claudiu-Sorin Dragomir, Vasile Meita, Daniela Dobre, Emil-Sever Georgescu and Ioan-Sorin Borcia

and moisture content on shear resistance of collapsible soils located in the city of Galati , Romania, ROMANIA, SGEM, Conference Procedings vol. II, pp. 395-410, ISI Web of Science database up to 2011 is 3, 2012 and 2013 - in process of indexing, Albena, Bulgaria. Călăraşu E., Dobrescu C.F., Siminea I. (2009). Decisive factors in evaluation of support elements in hazard, seismic risk and vulnerability analysis , Simpozion Ştiinţific cu participare internaţională “Protecţia mediului şi siguranţă alimentară”, Târgovişte, “Annals. Food Science and Technology

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Tatiana G. Tashlykova, Tamara G. Ryashchenko, Anna A. Dolgaya and Elena A. Lukyanova

References Caloi P. 1970. How nature reacts on human intervention - responsibilities of those who cause and who interpret such reaction. Ann. Geofis. (Rome), 23: 283-305. Carder D.S. 1945. Seismic investigations in the Boulder Dam area, 1940-1944, and the influence of reservoir loading on earthquake activity. Bull. Seismol. Soc. Am., 35: 175-192. Gahalaut K., Gahalaut V.K., Pandey M.R. 2007. A new case of reservoir triggered seismicity: Govind Ballav Pant reservoir (Rihand dam), central India. Tectonophysics

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Vasile-Mircea Venghiac and Mihai Budescu

Abstract

One of the most destructive natural phenomena is the earthquake. These events destroy lives, goods and disrupt human activities. For this reason the anti-seismic protection of buildings is a very important and of interest subject in Civil Engineering. In the case of structures with a low seismic energy dissipation capacity (for example steel frame structures with Slimdek composite floors), this problem becomes more complicated due to the requirement of dampers. In this paper an experimental study is presented regarding an innovative yielding metallic energy dissipation device, proposed by the author. An experiment is carried out on a shake table. By studying the results from the experiments and from the previous carried out numerical analysis we can conclude that this device provides a high anti-seismic protection for this type of structures.