<?xml version="1.0" encoding="utf-8" ?> <rss version="2.0" xmlns:opensearch="http://a9.com/-/spec/opensearch/1.1/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:atom="http://www.w3.org/2005/Atom"> <channel> <title> <![CDATA[Cairo University Libraries portal Search for 'su:{Prestressed}'with limit(s): 'suppress:false']]> </title> <!-- prettier-ignore-start --> <link> https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-search.pl?idx=&#38;q=su%3A%7BPrestressed%7D&#38;sort_by=relevance&#38;format=rss </link> <!-- prettier-ignore-end --> <atom:link rel="self" type="application/rss+xml" href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-search.pl?idx=&#38;q=su%3A%7BPrestressed%7D&#38;sort_by=relevance&#38;format=rss" /> <description> <![CDATA[ Search results for 'su:{Prestressed}'with limit(s): 'suppress:false' at Cairo University Libraries portal]]> </description> <opensearch:totalResults>17</opensearch:totalResults> <opensearch:startIndex>0</opensearch:startIndex> <opensearch:itemsPerPage>50</opensearch:itemsPerPage> <atom:link rel="search" type="application/opensearchdescription+xml" href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-search.pl?idx=&#38;q=su%3A%7BPrestressed%7D&#38;sort_by=relevance&#38;format=opensearchdescription" /> <opensearch:Query role="request" searchTerms="idx%3D%26q%3Dsu%253A%257BPrestressed%257Dsuppress%3Afalse" startPage="" /> <item> <title> Behavior evaluation of prestressed concrete beam under corrosion exposure / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=58682</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 179 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=58682">Place hold on <em>Behavior evaluation of prestressed concrete beam under corrosion exposure / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=58682</guid> </item> <item> <title> Reliability of prestressed concrete beams / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=32131</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 88 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=32131">Place hold on <em>Reliability of prestressed concrete beams / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=32131</guid> </item> <item> <title> Prestressed concrete. </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=106817</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 345 p. 24 cm..<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=106817">Place hold on <em>Prestressed concrete.</em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=106817</guid> </item> <item> <title> Minimum cost design of continuous prestressed concrete beams / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=35089</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 160P : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=35089">Place hold on <em>Minimum cost design of continuous prestressed concrete beams / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=35089</guid> </item> <item> <title> Performance of partially prestressed beam sections using high strength concrete / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=74332</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 128P : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=74332">Place hold on <em>Performance of partially prestressed beam sections using high strength concrete / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=74332</guid> </item> <item> <title> Servicability of partially prestressed beams / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=22381</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 126p : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=22381">Place hold on <em>Servicability of partially prestressed beams / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=22381</guid> </item> <item> <title> Prestressed concrete structures. </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=107704</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 261 p. 24 cm..<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=107704">Place hold on <em>Prestressed concrete structures.</em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=107704</guid> </item> <item> <title> Beton precontraint; </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=107417</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> xii, 702 p. 26 cm..<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=107417">Place hold on <em>Beton precontraint;</em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=107417</guid> </item> <item> <title> Design of concrete structures / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=149661</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <img src="https://images-na.ssl-images-amazon.com/images/P/0072483059.01.TZZZZZZZ.jpg" alt="" /> ]]> <![CDATA[ <p> .<br /> 779 p. : 26 cm..<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=149661">Place hold on <em>Design of concrete structures /</em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=149661</guid> </item> <item> <title> Optimization of tendon layout for prestressed box section of multi span concrete bridges / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=44016</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 210 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=44016">Place hold on <em>Optimization of tendon layout for prestressed box section of multi span concrete bridges / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=44016</guid> </item> <item> <title> Boundary element analysis of post-tensioned slabs / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=24103</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 248 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=24103">Place hold on <em>Boundary element analysis of post-tensioned slabs / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=24103</guid> </item> <item> <title> Modeling of shear behavior of precast prestressed concrete segmental beam joints / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=63780</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 74 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=63780">Place hold on <em>Modeling of shear behavior of precast prestressed concrete segmental beam joints / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=63780</guid> </item> <item> <title> Composite decks with precast prestressed concrete corrugated panels / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=177</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 240P : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=177">Place hold on <em>Composite decks with precast prestressed concrete corrugated panels / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=177</guid> </item> <item> <title> Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=39763</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 214 P. : 30cm.<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=39763">Place hold on <em>Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=39763</guid> </item> <item> <title> Simplified computation of time dependent effects of segmental prestressed concrete bridges / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=66357</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 115 P. : 30cm .<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=66357">Place hold on <em>Simplified computation of time dependent effects of segmental prestressed concrete bridges / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=66357</guid> </item> <item> <title> Investigating the effect of prestressing force on the value of seismic response modification factor (R) for moment resisting frames / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=67335</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> .<br /> 179 P. : 30cm .<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=67335">Place hold on <em>Investigating the effect of prestressing force on the value of seismic response modification factor (R) for moment resisting frames / </em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=67335</guid> </item> <item> <title> Behavior of post-tensioned and reinforced concrete slabs with various strengthening techniques / </title> <dc:identifier>ISBN:</dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=176679</link> <!-- prettier-ignore-end --> <description> <![CDATA[ <p> 2025 .<br /> 146 pages : 30 cm. + .<br /> </p> ]]> <![CDATA[ <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=176679">Place hold on <em>Behavior of post-tensioned and reinforced concrete slabs with various strengthening techniques /</em></a> </p> ]]> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=176679</guid> </item> </channel> </rss>
