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<bibitem type="J">   <ARLID>0410314</ARLID> <utime>20240103182205.4</utime><mtime>20060210235959.9</mtime>        <title language="eng" primary="1">Free material optimization</title>  <specification> <page_count>10 s.</page_count> </specification>   <serial><title>Documenta Mathematica</title><part_num/><part_title/><volume_id>3</volume_id><page_num>707-716</page_num></serial>   <author primary="1"> <ARLID>cav_un_auth*0101131</ARLID> <name1>Kočvara</name1> <name2>Michal</name2> <institution>UTIA-B</institution> <full_dept>Department of Decision Making Theory</full_dept>  <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author> <author primary="0"> <ARLID>cav_un_auth*0212008</ARLID> <name1>Zowe</name1> <name2>J.</name2> <country>DE</country>  </author>     <COSATI>12C</COSATI>    <cas_special> <project> <project_id>IAA1075707</project_id> <agency>GA AV</agency> <country>CZ</country> <ARLID>cav_un_auth*0012793</ARLID> </project>  <abstract language="eng" primary="1">Free material design deals with the question of finding the stiffest structure with respect to one or more given loads which can be made when both the distribution of material and the material itself can be freely varied. After a series of transformation steps we reach a problem formulation for which we can prove existence of a solution; a suitable discretization leads to a semidefinite programming problem for which modern polynomial time algorithms of interior-point type are available.</abstract>      <RIV>BA</RIV>   <department>MTR</department>    <permalink>http://hdl.handle.net/11104/0130405</permalink>   <ID_orig>UTIA-B 20000030</ID_orig>     <arlyear>1998</arlyear>       <unknown tag="mrcbU63"> Documenta Mathematica Roč. 3 - 1998 707 716 </unknown> </cas_special> </bibitem>