Deterministic and Probabilistic Analysis of NPP Communication Bridge Resistance Due to Extreme Loads

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This paper presents the experiences from the deterministic and probability analysis of the reliability of communication bridge structure resistance due to extreme loads - wind and earthquake. On the example of the steel bridge between two NPP buildings is considered the efficiency of the bracing systems. The advantages and disadvantages of the deterministic and probabilistic analysis of the structure resistance are discussed. The advantages of the utilization the LHS method to analyze the safety and reliability of the structures is presented

[1] EN 1990 (2002), Eurocode - Basis of structural design. CEN Bruxelles.

[2] IAEA, Safety Report Series No. 28. “Seismic Evaluation of Existing Nuclear Power Plants.” IAEA, Vienna, 2003.

[3] IAEA Safety Guide 50-SG-QA6 (1995), Rev. 1, "Quality Assurance in the Design of Nuclear Power Plants”.

[4] IAEA, Safety of Nuclear Power Plants: Design, Requirements, No. NS-R-1, Vienna, 2000.

[5] IAEA Safety Standards, Extreme external events in the design and assessment of nuclear power plants, No. IAEA-TECDOC-1341, Vienna, March 2003.

[6] JCSS-OSTL/DIA/VROU-10-11-2000, Probabilistic Model Code, Part 1 Basis of Design, Working material,, 2001.

[7] KALA, J. SALAJKA, V. HRADIL, P. Measures which can be used to predict, prevent and resolve the problems of liveliness in footbridges. In Engineering mechanics 2011. Svratka: 2011. pp 267-271. ISBN: 978-80-87012-33- 8.

[8] KONECNY, P. & BROZOVSKY, J. & KRIVY, V. Simulation Based Reliability Assessment Method using Parallel Computing. In Proceedings of 1st International Conference on Parallel, Distributed and Grid Computing for Engineering, Civil Comp Proceedings, 2009, issue 90, pp. 542-549 (8 p), ISSN: 1759-3433.

[9] KOTRASOVÁ,K. LEOVEANU,I.S., KORMANÍKOVÁ, E. A Comparative Study of the Seismic Analysis of Rectangular Tanks According To EC8 and IS 1893, In Buletinul AGIR nr.3/2013, Julie-septembrie, p.120-125.

[10] KRÁLIK, J. SALAJKA, V. ČADA, Z. SO 802/1-03. Communication Bridge between NPP and SO 801/1-02, Static and dynamic calculation of structures, UJV Rez, Energoprojekt Praha, 2008.

[11] KRÁLIK, J. KRÁLIK, J. jr. Deterministic and Probabilistic Analysis of the Steel Bridge Support Resistance due to Extreme Loads, In: 10th International Scientific Conference VSU 2010. Vol.1 : Proceedings. Sofia, Bulgaria, 3.-4.6.2010. Sofia : L.Karavelov Civil Engineering Higher School Sofia, 2010. ISSN 1314-071, p.104-109.

[12] KRÁLIK, J. Deterministic and Probabilistic Analysis of Steel Frame Bracing System Efficiency. In: Applied Mechanics and Materials Vol. 390 (2013), pp 172-177, © (2013) Trans Tech Publications, Switzerland, DOI 10.4028/, ISSN 1662-7482.

[13] KRÁLIK,J. KRÁLIK,J.,jr. Deterministic and Probabilistic Analysis of Non-symmetrical Wind Effects to Symmetrical High Rise Buildings. In proc. ESREL, Reliability, Risk and Safety, Theory and Applications, CRC Press/A.Balkema Book, Taylor&Francis Group, Prague, Czech Republic, 7-10 September 2009, Vol.2, pp 1393-1396.

[14] KRÁLIK, J. Safety and Reliability of Nuclear Power Buildings in Slovakia. Earthquake - Impact - Explosion. Ed. STU Bratislava, 2009, 295 p.

[15] KRÁLIK, J. Reliability Analysis of Structures Using Stochastic Finite Element Method, Edition STU Bratislava, 2009, 138 p.

[16] KREJSA, M. JANAS, P. and ČAJKA, R. Using DOProC Method in Structural Reliability Assessment. In.: Applied Mechanics and Materials, Vols. 300-301 (2013) pp 860-86, Online available since 2013/Feb/13 at © (2013) Trans Tech Publications, Switzerland, doi:10.4028/ AMM.300-301.860.

[17] KREJSA, M. Probabilistic Failure Analysis of Steel Structures Exposed to Fatigue. In: Key Engineering Materials: Advances in Fracture and Damage Mechanics XII. Editors: A. Milazzo and M.H. Aliabadi. Zurich, Switzerland: Trans Tech Publications, 2013, Vol. 577-578, pp. 101-104 (4 p), ISSN 1662-9795, DOI: 10.4028/

[18] MELCER,J. Technical Sesmicity Around Bridge Structures, In proc. New Trends in Statics and Dynamics of Buildings, STU Bratislava, October 24-25.2002, Bratislava, pp. 209-212, ISBN 80-227-1790-8.

[19] MELCHERS,R.E. Structural Reliability: Analysis and Prediction, John Wiley & Sons, Chichester, 1999, U.K.

[20] NOVÁK, D. BERGMEISTER, K. PUKL, R. ČERVENKA, V., Structural assessment and reliability analysis for existing engineering structures, theoretical background. Structure and infrastructure engineering, roč. 9, č. 2, 2009, pp 267-275.

[21] NUREG-1150. Severe Accident Risks: An Assessment for Five US Nuclear Power Plants, Summary Report, Final Summary Report, NUREG-1150, Vol.1 and 2, December 1990.

[22] SALAJKA, V. HRADIL, P. KALA, J. Assess of the Nuclear Power Plant Structures Residual Life and Earthquake Resistance, In: Applied Mechanics and Materials (Volumes 284 - 287), pp 1247-1250, Trans Tech Publications, Switzerland, DOI: 10.4028/ /AMM.284-287.1247, January, 2013.

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