
<ns0:uwmetadata xmlns:ns0="http://phaidra.univie.ac.at/XML/metadata/V1.0" xmlns:ns1="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0" xmlns:ns10="http://phaidra.univie.ac.at/XML/metadata/provenience/V1.0" xmlns:ns11="http://phaidra.univie.ac.at/XML/metadata/provenience/V1.0/entity" xmlns:ns12="http://phaidra.univie.ac.at/XML/metadata/digitalbook/V1.0" xmlns:ns13="http://phaidra.univie.ac.at/XML/metadata/etheses/V1.0" xmlns:ns2="http://phaidra.univie.ac.at/XML/metadata/extended/V1.0" xmlns:ns3="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/entity" xmlns:ns4="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/requirement" xmlns:ns5="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/educational" xmlns:ns6="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/annotation" xmlns:ns7="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/classification" xmlns:ns8="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/organization" xmlns:ns9="http://phaidra.univie.ac.at/XML/metadata/histkult/V1.0">
  <ns1:general>
    <ns1:identifier>o:1564</ns1:identifier>
    <ns1:title language="sr">Probabilistička analiza i optimizacija spregnutih konstrukcija tipa drvo-beton</ns1:title>
    <ns2:alt_title language="sr">Probabilistic analysis and optimization of timber-concrete composite structures  : doctoral dissertation</ns2:alt_title>
    <ns1:language>sr</ns1:language>
    <ns1:description language="en">Timber-concrete composite structures represent a composite system that is
formed by coupling of timber and concrete elements using different types of
connectors. They are applied in the rehabilitation and construction of new
facilities. In order to enable their wider application, it is necessary to ensure
the general availability of relevant technical regulations in relation to their
design and construction.
The main goal of the doctoral dissertation is to contribute to the
improvement of the design process of timber-concrete composite structures
and their maintenance during the service life. Thus, certain multi-parametric
probabilistic analyzes and optimizations should be carried out which would
result in certain recommendations that would have practical application in
the certain conditions of design, construction and maintenance of these
composite systems.
In order to determine the most important design parameters, a stochastic
sensitivity analysis of the maximum equivalent stress and maximum
deflection of the timber-concrete composite beam was performed. A multiobjective
optimization was also conducted in order to choose an optimal
solution for the dimensions of the observed composite beam. A new
probabilistic deterioration model has been developed that describes the true
nature of the behavior of the timber-concrete composite system due to the
long-term load.</ns1:description>
    <ns1:description language="sr">Biografija autora: list 149;Bibliiografija: listovi 143-148.  Datum odbrane: 30.03.2018. Civil engineering materials and structures</ns1:description>
    <ns2:identifiers>
      <ns2:identifier>534064022</ns2:identifier>
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  <ns1:lifecycle>
    <ns1:upload_date>2019-03-18T19:06:08.053Z</ns1:upload_date>
    <ns1:status>45</ns1:status>
    <ns2:peer_reviewed>no</ns2:peer_reviewed>
    <ns1:contribute seq="0">
      <ns1:role>46</ns1:role>
      <ns1:ext_role>mentor</ns1:ext_role>
      <ns1:entity seq="0">
        <ns3:firstname> Nikola M. 1981- </ns3:firstname>
        <ns3:lastname>Velimirović</ns3:lastname>
      </ns1:entity>
      <ns1:date>2017</ns1:date>
    </ns1:contribute>
    <ns1:contribute seq="1">
      <ns1:role>63</ns1:role>
      <ns1:ext_role>mentor</ns1:ext_role>
      <ns1:entity seq="0">
        <ns3:firstname> Gordana </ns3:firstname>
        <ns3:lastname>Topličić Ćurčić</ns3:lastname>
      </ns1:entity>
      <ns1:date>2017</ns1:date>
    </ns1:contribute>
    <ns1:contribute seq="2">
      <ns1:role>63</ns1:role>
      <ns1:ext_role>član komisije</ns1:ext_role>
      <ns1:entity seq="0">
        <ns3:firstname> Dragoslav</ns3:firstname>
        <ns3:lastname>Stojić</ns3:lastname>
      </ns1:entity>
      <ns1:date>2017</ns1:date>
    </ns1:contribute>
    <ns1:contribute seq="3">
      <ns1:role>63</ns1:role>
      <ns1:ext_role>član komisije</ns1:ext_role>
      <ns1:entity seq="0">
        <ns3:firstname> Dragan</ns3:firstname>
        <ns3:lastname>Milčić</ns3:lastname>
      </ns1:entity>
      <ns1:date>2017</ns1:date>
    </ns1:contribute>
    <ns1:contribute seq="4">
      <ns1:role>63</ns1:role>
      <ns1:ext_role>član komisije</ns1:ext_role>
      <ns1:entity seq="0">
        <ns3:firstname> Miodrag</ns3:firstname>
        <ns3:lastname>Đorđević</ns3:lastname>
      </ns1:entity>
      <ns1:date>2017</ns1:date>
    </ns1:contribute>
  </ns1:lifecycle>
  <ns1:technical>
    <ns1:format>[5], IX, 149 lista</ns1:format>
    <ns1:size>9070618</ns1:size>
    <ns1:location>http://phaidrabg.bg.ac.rs/o:1564</ns1:location>
  </ns1:technical>
  <ns1:rights>
    <ns1:cost>no</ns1:cost>
    <ns1:copyright>yes</ns1:copyright>
    <ns1:license>4</ns1:license>
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    <ns6:annotations>
      <ns6:date>2019-03-18T19:06:08.320Z</ns6:date>
    </ns6:annotations>
  </ns1:annotation>
  <ns1:classification>
    <ns1:purpose>70</ns1:purpose>
    <ns7:keyword language="sr" seq="1">spregnute konstrukcije tipa drvo-beton, probabilistička analiza,višekriterijumska opimizacija, probabilistički model deterioracije,gama proces, predviđanje deterioracije, procena eksploatacionogveka</ns7:keyword>
    <ns7:keyword language="sr" seq="1">timber-concrete composite structures, probabilistic analysis, multiobjectiveoptimization, probabilistic deterioration model, gammaprocess, deterioration prediction, service life prediction</ns7:keyword>
    <ns7:keyword language="sr" seq="1">624.016.072.2(043.3)</ns7:keyword>
    <ns7:keyword language="sr" seq="1">519.216:624.016(043.3)</ns7:keyword>
    <ns7:keyword language="sr" seq="1">T220</ns7:keyword>
  </ns1:classification>
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    <ns8:orgassignment>
      <ns8:faculty>18A01</ns8:faculty>
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  <ns12:digitalbook>
    <ns12:releaseyear>2017</ns12:releaseyear>
  </ns12:digitalbook>
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