<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_1.html"><img src="thumbnails/s1.jpg" width="143" height="180" border="0" hspace="14" vspace="0" alt="A 1729 test rig for testing buckling of columns"></a></td> <td width="208"><a href="pages/page_2.html"><img src="thumbnails/s2.jpg" width="180" height="83" border="0" hspace="14" vspace="0" alt="Local buckling of axially compressed columns with I and Square hollow cross sections"></a></td> <td width="208"><a href="pages/page_3.html"><img src="thumbnails/s3.jpg" width="180" height="160" border="0" hspace="14" vspace="0" alt="Lateral-torsional buckling of a cantilever beam with a concentrated load at its end"></a></td> <td width="208"><a href="pages/page_4.html"><img src="thumbnails/s4.jpg" width="160" height="180" border="0" hspace="14" vspace="0" alt="Lateral-torsional buckling of an axially compressed beam with an open cross section"></a></td> <td width="208"><a href="pages/page_5.html"><img src="thumbnails/s5.jpg" width="180" height="116" border="0" hspace="14" vspace="0" alt="Stiffener tripping (lateral-torsional buckling) during axially compressive loading of a stiffened plate or shell"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">A 1729 test rig for testing buckling of columns</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of axially compressed columns with I and Square hollow cross sections</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Lateral-torsional buckling of a cantilever beam with a concentrated load at its end</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Lateral-torsional buckling of an axially compressed beam with an open cross section</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Stiffener tripping (lateral-torsional buckling) during axially compressive loading of a stiffened plate or shell</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_6.html"><img src="thumbnails/s6.jpg" width="180" height="81" border="0" hspace="14" vspace="0" alt="Lateral-torsional versus Lateral-distortional modes of buckling of an axially compressed I-beam"></a></td> <td width="208"><a href="pages/page_7.html"><img src="thumbnails/s7.jpg" width="179" height="154" border="0" hspace="14" vspace="0" alt="Lateral-torsional buckling of a beam-deck assembly"></a></td> <td width="208"><a href="pages/page_8.html"><img src="thumbnails/s8.jpg" width="180" height="150" border="0" hspace="14" vspace="0" alt="Buckling of I-beam"></a></td> <td width="208"><a href="pages/page_9.html"><img src="thumbnails/s9.jpg" width="180" height="144" border="0" hspace="14" vspace="0" alt="Web buckling and post-buckling in a bridge girder under a transverse central load"></a></td> <td width="208"><a href="pages/page_10.html"><img src="thumbnails/s10.jpg" width="180" height="99" border="0" hspace="14" vspace="0" alt="Shear buckling and collapse of various test specimens of vertically stiffened plate girders under vertical concentrated load"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Lateral-torsional versus Lateral-distortional modes of buckling of an axially compressed I-beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Lateral-torsional buckling of a beam-deck assembly</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of I-beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Web buckling and post-buckling in a bridge girder under a transverse central load</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Shear buckling and collapse of various test specimens of vertically stiffened plate girders under vertical concentrated load</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_11.html"><img src="thumbnails/s11.jpg" width="180" height="65" border="0" hspace="14" vspace="0" alt="Finite element prediction (left) and test result for one of the specimens (right)"></a></td> <td width="208"><a href="pages/page_12.html"><img src="thumbnails/s12.jpg" width="135" height="180" border="0" hspace="14" vspace="0" alt="Buckling of a beam subjected to fire"></a></td> <td width="208"><a href="pages/page_13.html"><img src="thumbnails/s13.jpg" width="180" height="176" border="0" hspace="14" vspace="0" alt="Channel beam bending and buckling: Nonlinear equilibrium curves, bifurcation and modes of deformation"></a></td> <td width="208"><a href="pages/page_14.html"><img src="thumbnails/s14.jpg" width="180" height="99" border="0" hspace="14" vspace="0" alt="Shallow curved tape spring under moment: snap through and snap back"></a></td> <td width="208"><a href="pages/page_15.html"><img src="thumbnails/s15.jpg" width="180" height="65" border="0" hspace="14" vspace="0" alt="Global, distortional and Local-plate vibration modes of an axially loaded lipped channel"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Finite element prediction (left) and test result for one of the specimens (right)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of a beam subjected to fire</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Channel beam bending and buckling: Nonlinear equilibrium curves, bifurcation and modes of deformation</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Shallow curved tape spring under moment: snap through and snap back</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Global, distortional and Local-plate vibration modes of an axially loaded lipped channel</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

thin-walled beam-columns

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Sunday, December 27, 2020