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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$a</td><td>Time-Dependent Losses in Prestressed, Continuous Composite Beams&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 200$f</td><td>A. Sharif, S. El-Din F. Taher, P.K. Basu&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 300$a</td><td>Pierderi dependente de timp în grinzi compuse continue precomprimate&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 327$a</td><td>Pierderi dependente de timp în grinzi compuse continue precomprimate&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$0</td><td>144045&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$b</td><td>revistă&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$c</td><td>New York&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$d</td><td>1986-1987, 1990-1995, 1997,1998, 2001-2006, 2008&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$t</td><td>JOURNAL of Structural Engineering&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$v</td><td>An nov. 1993,V. 119/11,p. 3151-3168&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$x</td><td>0733-9445&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$z</td><td>US&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>cedare lentă&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>contracţie&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>grinzi compuse continue&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>îmbătrânire&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>metode iterative&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>studiu parametric&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$a</td><td>Sharif&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$b</td><td>A.&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$a</td><td>Taher&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$b</td><td>S. El-Din F.&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$a</td><td>Basu&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$b</td><td>P.K.&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>