All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Inverse response surface method for prestressed concrete bridge design

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F21%3APU142856" target="_blank" >RIV/00216305:26110/21:PU142856 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1201/9780429279119-20" target="_blank" >http://dx.doi.org/10.1201/9780429279119-20</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1201/9780429279119-20" target="_blank" >10.1201/9780429279119-20</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Inverse response surface method for prestressed concrete bridge design

  • Original language description

    The paper describes application of the inverse response surface method when performing reliability-based design of selected bridge parameters. Employed adaptive procedure combines response surface method with an artificial neural network-based inverse reliability method. The first method serves for approximation of computationally demanding limit state function based on finite element method model. The second method provides design parameters for prescribed reliability indicators which correspond to analyzed limit states. Since the initial set of design parameters is not known in advance both methods must be efficiently combined to obtain sufficiently accurate results. The proposed method was employed for determination of selected uncertain material and prestress parameters of aging concrete bridge made of post-tensioned precast segments. Presented analysis is part of lifetime and reliability assessment of the aging bridge subjected to gradual deterioration which brings increasing level of uncertainty to its parameters.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA18-13212S" target="_blank" >GA18-13212S: Response surface and sensitivity analysis methods in stochastic computational mechanics (RESUS)</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations

  • ISBN

    9780367232788

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    179-185

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    London

  • Event location

    Sapporo, Japan

  • Event date

    Apr 11, 2021

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article