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Detail publikačního výsledku
ŠTĚPÁNEK, P.
Originální název
Optimisation of longitudinal reinforcement of concrete framed structures using stochastic finite element method
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 is used for solution of optimal design problem with random variables. The perturbation method is used for solution of this problem. The numerical results of solved examples are commented
Anglický abstrakt
Klíčová slova v angličtině
optimized reinforcement design, framed concrete structure, random input variables
Autoři
Vydáno
01.06.2001
Nakladatel
Balkema
Místo
Colorado, USA
ISBN
90-5809-197-X
Kniha
Structural safety and reliability
Strany od
278
Strany počet
8
BibTex
@inproceedings{BUT6635, author="Petr {Štěpánek}", title="Optimisation of longitudinal reinforcement of concrete framed structures using stochastic finite element method", booktitle="Structural safety and reliability", year="2001", pages="8", publisher="Balkema", address="Colorado, USA", isbn="90-5809-197-X" }