Effectiveness of the Probabilistic Assessment to Analyse of the Tall Building Safety using FE Method

J. Kralik, J. Kralik, jr. and P. Rosko

Faculty of Civil Engineering, Slovak University of Technology in Bratislava, 810 05 Bratislava, Slovakia
Centre of Mechanics and Structural Dynamics 1010 Vienna University of Technology Vienna, Austria
Received 01/03/2020, Revised 21/07/2020, Accepted 30/10/2020

Abstract: This paper describes some experiences from the deterministic and probabilistic analysis of building structure reliability and safety. There are presented the methods and requirements of Eurocode EN 1990, standard ISO 2394 and JCSS. On the example of the probability analysis of the reliability of the tall buildings is demonstrated the affectivity of the probability design of structures using FE Method.
� European Society of Computational Methods in Sciences and Engineering
Keywords: Extreme environment effect, earthquake, nonlinearity, probability, sensitivity, RSM, ANSYS
Mathematics Subject Classification: 00A69, 49Mxx


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