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Detail publikačního výsledku
ŠTĚPÁNEK, P., VAŇURA, T.
Originální název
Optimisation of longitudinal reinforcement of concrete structures
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
The formulation of optimized design of longitudinal reinforcement in a framed concrete structure of known cross sections and shape is presented. The input quantities (dimension of cross section, position of reinforcement layer, modulus of elasticity and strength of concrete and reinforcing steel, live load) are random variables. Constraint conditions are given as the conditions of structure reliability in accordance with the relevant codes for ultimate strength and applicability of the sections specified by a designer. The stochastic FEM and the sampling based reliability method are used for solution of optimal design problem with random variables. The numerical results of solved example are commented.
Anglický abstrakt
Klíčová slova v angličtině
optimisation, concrete, reinforcement
Autoři
Vydáno
01.05.2002
Místo
Žilina
ISBN
80-7100-954-7
Kniha
Proceedings of international conference Concrete and concrete structures
Strany od
48
Strany počet
6
BibTex
@inproceedings{BUT9976, author="Petr {Štěpánek} and Tomáš {Vaňura}", title="Optimisation of longitudinal reinforcement of concrete structures", booktitle="Proceedings of international conference Concrete and concrete structures", year="2002", pages="6", address="Žilina", isbn="80-7100-954-7" }