<?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:{steel columns}'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%7Bsteel%20columns%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%7Bsteel%20columns%7D&#38;sort_by=relevance&#38;format=rss" /> <description> Search results for 'su:{steel columns}'with limit(s): 'suppress:false' at Cairo University Libraries portal </description> <opensearch:totalResults>20</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%7Bsteel%20columns%7D&#38;sort_by=relevance&#38;format=opensearchdescription" /> <opensearch:Query role="request" searchTerms="idx%3D%26q%3Dsu%253A%257Bsteel%2520columns%257Dsuppress%3Afalse" startPage="" /> <item> <title> Behavior of rectangular reinforced concrete columns strengthened with steel jacket using finite element analysis / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=58443</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 268 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=58443">Place hold on <em>Behavior of rectangular reinforced concrete columns strengthened with steel jacket using finite element analysis / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=58443</guid> </item> <item> <title> Nonlinear inelastic analytical &amp; experimental study of preloaded strengthened steel columns / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=178242</link> <!-- prettier-ignore-end --> <description> <p> 1995 .<br /> 224 pages : 25 cm. + .<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=178242">Place hold on <em>Nonlinear inelastic analytical &amp; experimental study of preloaded strengthened steel columns /</em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=178242</guid> </item> <item> <title> Seismic behavior and repair of steel fiber reinforced concrete bridge columns / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=63453</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 196 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=63453">Place hold on <em>Seismic behavior and repair of steel fiber reinforced concrete bridge columns / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=63453</guid> </item> <item> <title> Behaviour of reinforced concrete columns strengthened by steel jackets / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=48819</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 90 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=48819">Place hold on <em>Behaviour of reinforced concrete columns strengthened by steel jackets / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=48819</guid> </item> <item> <title> Non-linear analysis of composite steel battened columns using foam concrete / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71373</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 153 P. : 25cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=71373">Place hold on <em>Non-linear analysis of composite steel battened columns using foam concrete / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71373</guid> </item> <item> <title> Compression strength of cold-formed steel battened columns with 2C3 stitches / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=62476</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 79 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=62476">Place hold on <em>Compression strength of cold-formed steel battened columns with 2C3 stitches / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=62476</guid> </item> <item> <title> Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets / </title> <dc:identifier>ردمك: </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> <p> .<br /> 214 P. : 30cm.<br /> </p> <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> Behavior of concrete-encased cold-formed steel columns / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=54648</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 115 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=54648">Place hold on <em>Behavior of concrete-encased cold-formed steel columns / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=54648</guid> </item> <item> <title> Behavior of concrete encased steel columns under axial concentric load / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71185</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 115 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=71185">Place hold on <em>Behavior of concrete encased steel columns under axial concentric load / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71185</guid> </item> <item> <title> Behavior of composite concrete columns with exterior steel angles and batten plates using different types of concrete / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=84315</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 134 P . : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=84315">Place hold on <em>Behavior of composite concrete columns with exterior steel angles and batten plates using different types of concrete / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=84315</guid> </item> <item> <title> Unified design of steel structures / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=149725</link> <!-- prettier-ignore-end --> <description> <img src="https://images-na.ssl-images-amazon.com/images/P/0470444037.01.TZZZZZZZ.jpg" alt="" /> <p> .<br /> xx, 514 p. : , Includes index. 26 cm..<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=149725">Place hold on <em>Unified design of steel structures /</em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=149725</guid> </item> <item> <title> Behavior of fully encased-high strength concrete composite columns subjected to axial and cyclic loads / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=164887</link> <!-- prettier-ignore-end --> <description> <p> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=164887">Place hold on <em>Behavior of fully encased-high strength concrete composite columns subjected to axial and cyclic loads /</em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=164887</guid> </item> <item> <title> Behavior of strengthened reinforced concrete columns after exposure to elevated temperature / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=176338</link> <!-- prettier-ignore-end --> <description> <p> 2023 .<br /> 209 pages : 30 cm. + .<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=176338">Place hold on <em>Behavior of strengthened reinforced concrete columns after exposure to elevated temperature /</em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=176338</guid> </item> <item> <title> A study of the modelling of rigid and semi-rigid end-plate steel connections / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=79507</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 100 P. : 25cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=79507">Place hold on <em>A study of the modelling of rigid and semi-rigid end-plate steel connections / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=79507</guid> </item> <item> <title> Punching shear behavior of RC flat slabs with embedded steel beams / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=70039</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 96 P. : 25cm .<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=70039">Place hold on <em>Punching shear behavior of RC flat slabs with embedded steel beams / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=70039</guid> </item> <item> <title> Axial compressive strength of concrete filled steel tubes / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=35938</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 125 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=35938">Place hold on <em>Axial compressive strength of concrete filled steel tubes / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=35938</guid> </item> <item> <title> SHEAR STRENGTHENING OF NORMAL STRENGTH SELF COMPACTED RC BEAMS / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=163707</link> <!-- prettier-ignore-end --> <description> <p> 2022 .<br /> 105 p. : 25cm+.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=163707">Place hold on <em>SHEAR STRENGTHENING OF NORMAL STRENGTH SELF COMPACTED RC BEAMS /</em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=163707</guid> </item> <item> <title> Structural behavior of cold-formed-steel shearwalls sheathed with ferro-cement boards / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=68732</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 115 P. : 30cm .<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=68732">Place hold on <em>Structural behavior of cold-formed-steel shearwalls sheathed with ferro-cement boards / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=68732</guid> </item> <item> <title> A proposed method to reduce vulnerability of steel moment resisting frames to progressive collapse / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71950</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 324 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=71950">Place hold on <em>A proposed method to reduce vulnerability of steel moment resisting frames to progressive collapse / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=71950</guid> </item> <item> <title> Progressive collapse of moment resisting steel frames / </title> <dc:identifier>ردمك: </dc:identifier> <!-- prettier-ignore-start --> <link>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=79634</link> <!-- prettier-ignore-end --> <description> <p> .<br /> 93 P. : 30cm.<br /> </p> <p> <a href="https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-reserve.pl?biblionumber=79634">Place hold on <em>Progressive collapse of moment resisting steel frames / </em></a> </p> </description> <guid>https://lis.cl.cu.edu.eg/cgi-bin/koha/opac-detail.pl?biblionumber=79634</guid> </item> </channel> </rss>
