Detail publikačního výsledku

Optimization of concrete structures

ŠTĚPÁNEK, P.

Originální název

Optimization of concrete structures

Anglický název

Optimization of concrete structures

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The formulation of optimized design of longitudinal reinforcement in a concrete cross section and in a framed concrete structure of known cross sections and shape is presented. 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 Assessmentmethod is used for solution of optimal design problem with random variables. presented.

Anglický abstrakt

The formulation of optimized design of longitudinal reinforcement in a concrete cross section and in a framed concrete structure of known cross sections and shape is presented. 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 Assessmentmethod is used for solution of optimal design problem with random variables. presented.

Klíčová slova

optimized design, longitudinal reinforcement design, concrete cross section,framed concrete structure

Klíčová slova v angličtině

optimized design, longitudinal reinforcement design, concrete cross section,framed concrete structure

Autoři

ŠTĚPÁNEK, P.

Vydáno

01.10.2001

Místo

Bratislava, SR

Kniha

Failures of concrete structures

Strany od

225

Strany počet

7

BibTex

@inproceedings{BUT6420,
  author="Petr {Štěpánek}",
  title="Optimization of concrete structures",
  booktitle="Failures of concrete structures",
  year="2001",
  pages="7",
  address="Bratislava, SR"
}