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Shape optimization of arch and shells centreline

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00208066" target="_blank" >RIV/68407700:21110/13:00208066 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Shape optimization of arch and shells centreline

  • Original language description

    In the reality, a concept of ?bend less shape design? is some sort of utopian vision - bend less state is deterministically given for a certain shape of the structure and the actual load. Real load acting on the structure stochastically. If the structures cannot continuously modify the shape given to counteract the current load, bend less condition cannot be guaranteed at all times. But it is possible to estimate the long-term non-variable component of loads and adjust the shape of the centerline in order to minimize the bending effects. Practical applications and theoretical calculations show that an appropriate choice of the shape design can significantly reduce bending effect from unchangeable load and move closer to the ideal membrane structure acting. As a goal of the project the simple computational tool was created for solving 2D beam model in iterative manner while settling shape of vaults and arches to minimize bending effects of operating model loads. User must define a model

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TA01031920" target="_blank" >TA01031920: Development of advanced methods of design and bridge construction technologies of transportation infrastructure</a><br>

  • Continuities

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

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Arch 2013 - Proceedings of the 7th international conference on arch bridges

  • ISBN

    978-953-7621-16-2

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    211-216

  • Publisher name

    SECON-CSSE

  • Place of publication

    Zagreb

  • Event location

    Trogir - Split

  • Event date

    Sep 2, 2013

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article