{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,4,11]],"date-time":"2024-04-11T00:06:17Z","timestamp":1712793977807},"reference-count":19,"publisher":"Trans Tech Publications, Ltd.","license":[{"start":{"date-parts":[[2014,8,18]],"date-time":"2014-08-18T00:00:00Z","timestamp":1408320000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.scientific.net\/PolicyAndEthics\/PublishingPolicies"},{"start":{"date-parts":[[2014,8,18]],"date-time":"2014-08-18T00:00:00Z","timestamp":1408320000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.scientific.net\/license\/TDM_Licenser.pdf"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["AMM"],"abstract":"<jats:p>Safety and reliability of the communication steel bridge of the nuclear power plant under extreme loads is considered in this paper. The extreme load from the wind and the earthquake is defined for the probability of exceedance 10<jats:sup>-4<\/jats:sup> per year on the base of the last results from the investigation in Slovakia. The deterministic and the probabilistic assessments to verify the safety and reliability of the structure are presented. The uncertainties of the input data and the calibration of the load factors are discussed. The advantages and disadvantages of the probabilistic analysis are discussed. The advantages of the utilization the LHS method to analyze the safety and reliability of the structures is presented.<\/jats:p>","DOI":"10.4028\/www.scientific.net\/amm.617.81","type":"journal-article","created":{"date-parts":[[2014,8,18]],"date-time":"2014-08-18T08:17:12Z","timestamp":1408349832000},"page":"81-85","source":"Crossref","is-referenced-by-count":6,"title":["Failure Probability of NPP Communication Bridge under the Extreme Loads"],"prefix":"10.4028","volume":"617","author":[{"given":"Eng Juraj","family":"Kr\u00e1lik","sequence":"first","affiliation":[{"name":"Slovak University of Technology in Bratislava"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Juraj","family":"Kralik","sequence":"additional","affiliation":[{"name":"Slovak University of Technology in Bratislava"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"2457","published-online":{"date-parts":[[2014,8,18]]},"reference":[{"key":"684431","unstructured":"EN 1990 (2002), Eurocode \u2013 Basis of structural design, CEN Bruxelles."},{"key":"684432","unstructured":"IAEA, Safety Report Series No. 28, Seismic Evaluation of Existing Nuclear Power Plants, IAEA, Vienna, (2003)."},{"key":"684433","unstructured":"IAEA Safety Standards, Extreme external events in the design and assessment of nuclear power plants, No. IAEA-TECDOC-1341, Vienna, March, (2003)."},{"key":"684434","unstructured":"JCSS-OSTL\/DIA\/VROU-10-11-2000, Probabilistic Model Code, Part 1 Basis of Design, Working material, http: \/www. jcss. ethz. ch\/, (2001)."},{"key":"684435","doi-asserted-by":"publisher","unstructured":"P. Kone\u010dn\u00fd, J. Bro\u017eovsk\u00fd and V. K\u0159iv\u00fd, Simulation Based Reliability Assessment Method using Parallel Computing. Proceedings of 1st International Conference on Parallel, Distributed and Grid Computing for Engineering, Civil Comp Proceedings, 90 (2009).","DOI":"10.4203\/ccp.90.38"},{"key":"684436","unstructured":"K. Kotrasov\u00e1, I. S. Leoveanu and E. Korman\u00edkov\u00e1, A Comparative Study of the Seismic Analysis of Rectangular Tanks According To EC8 and IS 1893, In Buletinul AGIR, No. 3\/2013, Julie-Septembrie, pp.120-125."},{"key":"684437","unstructured":"J. Kr\u00e1lik, V. Salajka and Z. \u010cada, SO 802\/1-03. Communication Bridge between NPP and SO 801\/1-02, Static and dynamic calculation of structures, UJV Rez, Energoprojekt Praha, (2008)."},{"key":"684438","doi-asserted-by":"publisher","unstructured":"J. Kr\u00e1lik, J. Kr\u00e1lik, jr. Deterministic and Probabilistic Analysis of the Steel Bridge Support Resistance due to Extreme Loads, 10th International Scientific Conference VSU 2010. Vol. 1, Proceedings. Sofia, Bulgaria, 3. -4. 6. 2010, Sofia: L. Karavelov Civil Engineering Higher School Sofia, 2010, pp.104-109.","DOI":"10.2478\/tvsb-2014-0021"},{"key":"684439","doi-asserted-by":"publisher","unstructured":"J. Kr\u00e1lik, Deterministic and Probabilistic Analysis of Steel Frame Bracing System Efficiency, Trans Tech Publications, Switzerland, Applied Mechanics and Materials. 390 (2013) 172-177.","DOI":"10.4028\/www.scientific.net\/amm.390.172"},{"key":"684440","doi-asserted-by":"publisher","unstructured":"J. Kr\u00e1lik, J. Kr\u00e1lik, jr. Deterministic and Probabilistic Analysis of Non-symmetrical Wind Effects to Symmetrical High Rise Buildings. Proc. ESREL, Reliability, Risk and Safety, Theory and Applications, CRC Press\/A. 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Kala, Assess of the Nuclear Power Plant Structures Residual Life and Earthquake Resistance, Trans Tech Publications, Switzerland, Applied Mechanics and Materials. 284 \u2013 287 (2013) 1247-1250.","DOI":"10.4028\/www.scientific.net\/amm.284-287.1247"},{"key":"684448","unstructured":"SHMU, Climatic and Hydrologic Conditions and the Radioactivity Background of the Locality Mochovce, Rep. 7\u2010200\u20102011, SHMU, Bratislava, (2011)."},{"key":"684449","doi-asserted-by":"publisher","unstructured":"A. Tes\u00e1r, J. Melcer, Structural monitoring in advanced bridge engineering. John Willey & Sons, Ltd. 2008. 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