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<html><head></head><body><table><tr><td colspan="2" bgcolor="#6699FF"></td></tr><tr><td bgcolor="#F9F2DE"> 100$a</td><td>20230119u########m##u1rumy50######ba&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 101$a</td><td>eng&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 200$a</td><td>Fracture Mechanics Based Fatigue Analysis of Steel Bridge Decks by Two-Level Cracked Models&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 200$f</td><td>L. Kiss, L. Dunai&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 300$a</td><td>Mecanica fracturilor pe baza analizei la oboseală a tablierelor podurilor metalice prin modele fisurate pe două nivele&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 327$a</td><td>Mecanica fracturilor pe baza analizei la oboseală a tablierelor podurilor metalice prin modele fisurate pe două nivele&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$0</td><td>143509&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$b</td><td>revistă&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$c</td><td>Oxford&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$d</td><td>1973-1982, 1991-2003, 2005/2006-2008&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$f</td><td>ed.in chief prof.H.Liebovitz&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$n</td><td>Pergamon Press&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$o</td><td>an international journal&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$t</td><td>COMPUTERS and Structures&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$v</td><td>An nov. 2002, 80/27-30, p.2321-2331&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$x</td><td>0045-7949&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$z</td><td>GB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>analiza la oboseală&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>modelarea elementului finit&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>pod&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>propagarea fisurilor&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>tabliere metalice ortotropice&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$a</td><td>Kiss&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$b</td><td>K.&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$a</td><td>Dunai&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$b</td><td>L.&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$a</td><td>RO&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$b</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$c</td><td>20230118&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$2</td><td>unimarc&nbsp;</td></tr></table></body></html>