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

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Abstract

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

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  • [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 http://www.jcss.ethz.ch/ 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] KOTRASOVÁK. LEOVEANUI.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/www.scientific.net/AMM.390.172 ISSN 1662-7482.

  • [13] KRÁLIKJ. KRÁLIKJ.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 www.scientific.net © (2013) Trans Tech Publications Switzerland doi:10.4028/www.scientific.net/ 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/www.scientific.net/KEM.577-578.101.

  • [18] MELCERJ. 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] MELCHERSR.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/www.scientific.net /AMM.284-287.1247 January 2013.

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