Deterministic And Reliability Based Structural Optimization For Concrete Structures Including Environmental Aspects

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU108998" target="_blank" >RIV/00216305:26110/14:PU108998 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Deterministic And Reliability Based Structural Optimization For Concrete Structures Including Environmental Aspects

Popis výsledku v původním jazyce

This contribution describes deterministic and reliability based optimization. The target function is defined as multi-criterion problem and includes not only cost of the designed structure, but stiffness of selected parts of structure as well as the someemissions and consumed energy not only for realization but also for whole life cycle of the designed structure. The restrictive conditions that define the range of allowable solutions from the mathematical viewpoint express the relations derived from the equations of equilibrium (solution of a structure with finite element method), from the conditions of reliability of reinforced concrete structure and from continuity of deformations. Solved examples for both optimization methods of concrete structureare described.

Název v anglickém jazyce

Deterministic And Reliability Based Structural Optimization For Concrete Structures Including Environmental Aspects

Popis výsledku anglicky

This contribution describes deterministic and reliability based optimization. The target function is defined as multi-criterion problem and includes not only cost of the designed structure, but stiffness of selected parts of structure as well as the someemissions and consumed energy not only for realization but also for whole life cycle of the designed structure. The restrictive conditions that define the range of allowable solutions from the mathematical viewpoint express the relations derived from the equations of equilibrium (solution of a structure with finite element method), from the conditions of reliability of reinforced concrete structure and from continuity of deformations. Solved examples for both optimization methods of concrete structureare described.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

The Fourth International fib Congress 2014, Mumbai. Improving Performance of Concrete Structures

ISBN

978-81-7371-919-6

ISSN

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e-ISSN

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Počet stran výsledku

12

Strana od-do

918-929

Název nakladatele

IMC-fib

Místo vydání

Mumbai

Místo konání akce

Mumbai

Datum konání akce

10. 2. 2014

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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