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  • A subject-matter of this paper is principle of fully probabilistic design of concrete structures in acordance with standard EN. The comparison of calculation of the reliability of a prestressed spun concrete pole designed by the partial factor method and fully probabilistic approach was done from environmental aspect. method, modified by the Latin Hypercube Sampling (LHS) method, has been used for the calculation of reliability..
  • A subject-matter of this paper is principle of fully probabilistic design of concrete structures in acordance with standard EN. The comparison of calculation of the reliability of a prestressed spun concrete pole designed by the partial factor method and fully probabilistic approach was done from environmental aspect. method, modified by the Latin Hypercube Sampling (LHS) method, has been used for the calculation of reliability.. (en)
Title
  • Probabilistic and Optimized Design of Concrete Structures
  • Probabilistic and Optimized Design of Concrete Structures (en)
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  • Probabilistic and Optimized Design of Concrete Structures
  • Probabilistic and Optimized Design of Concrete Structures (en)
skos:notation
  • RIV/00216305:26110/11:PU92991!RIV12-MSM-26110___
http://linked.open...avai/riv/aktivita
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  • P(ED2.1.00/03.0097), P(GD103/09/H085)
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  • 223811
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  • RIV/00216305:26110/11:PU92991
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  • fully probabilistic design, partial reliability factor, concrete structures design, environmental aspect (en)
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  • [C55B2B7AF431]
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  • Praha
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  • Praha
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  • fib Symposium Prague 2011 Concrete engineering for excellence and efficiency
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  • Girgle, František
  • Laníková, Ivana
  • Šimůnek, Petr
  • Štěpánek, Petr
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • CBS Servis
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  • 978-80-87158-29-6
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  • 26110
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