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3226547 
Book/Book Chapter 
Probability-Based Design and Life Cycle Assessment of a Spun Concrete Pole 
Stepanek, P; Lanikova, I; Simunek, P 
2016 
AER-Advances in Engineering Research 
19 
76-81 
WOS:000373163900042 
This contribution compares concrete structure design results obtained via the partial reliability factor method and using a probability-based method. The Monte Carlo simulation method, modified by the Latin Hypercube Sampling method, was used to calculate the reliability of a designed structure. Economic and ecological aspects (acquisition costs, CO2 and SO2 emissions and embodied energy associated with the concrete member through the production, utilization and demolition stages of its life cycle) were taken into account when assessing the quality of the design. An example of a designed structure a prestressed spun concrete pole manufactured from reinforced concrete is presented. 
concrete structure; reinforced concrete; probability based design; environmental aspects