<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_361.html"><img src="thumbnails/s361.jpg" width="180" height="70" border="0" hspace="14" vspace="0" alt="Fig 21 Well behaved and Fig 22 Chaortic behaviors depending on the damping ratio"></a></td> <td width="208"><a href="pages/page_362.html"><img src="thumbnails/s362.jpg" width="180" height="140" border="0" hspace="14" vspace="0" alt="Twisted aminated composite stiffened plate"></a></td> <td width="208"><a href="pages/page_363.html"><img src="thumbnails/s363.jpg" width="180" height="84" border="0" hspace="14" vspace="0" alt="A cracked functionally graded composite beam"></a></td> <td width="208"><a href="pages/page_364.html"><img src="thumbnails/s364.jpg" width="123" height="180" border="0" hspace="14" vspace="0" alt="Formation of doubly-curved gridshells"></a></td> <td width="208"><a href="pages/page_365.html"><img src="thumbnails/s365.jpg" width="180" height="160" border="0" hspace="14" vspace="0" alt="Experimental set-up for nonlinear dynamics of a buckled beam"></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">Fig 21 Well behaved and Fig 22 Chaortic behaviors depending on the damping ratio</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Twisted aminated composite stiffened plate</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">A cracked functionally graded composite beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Formation of doubly-curved gridshells</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Experimental set-up for nonlinear dynamics of a buckled beam</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_366.html"><img src="thumbnails/s366.jpg" width="120" height="180" border="0" hspace="14" vspace="0" alt="Details of the experimental set-up for studying nonlinear dynamics of a post-buckled beam"></a></td> <td width="208"><a href="pages/page_367.html"><img src="thumbnails/s367.jpg" width="98" height="180" border="0" hspace="14" vspace="0" alt="Velocity-Displacement plots from nonlinear dynamics of a slender post-buckled beam"></a></td> <td width="208"><a href="pages/page_368.html"><img src="thumbnails/s368.jpg" width="180" height="39" border="0" hspace="14" vspace="0" alt=" Beam model for form-finding of bending-active gridshells"></a></td> <td width="208"><a href="pages/page_369.html"><img src="thumbnails/s369.jpg" width="180" height="76" border="0" hspace="14" vspace="0" alt="Deformed unit normal vector generated from a grid composed of beams."></a></td> <td width="208"><a href="pages/page_370.html"><img src="thumbnails/s370.jpg" width="180" height="147" border="0" hspace="14" vspace="0" alt="Long span gridshell; (a) equilibrium shape, (b) xy-plane, (c) xz-plane"></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">Details of the experimental set-up for studying nonlinear dynamics of a post-buckled beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Velocity-Displacement plots from nonlinear dynamics of a slender post-buckled beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title"> Beam model for form-finding of bending-active gridshells</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Deformed unit normal vector generated from a grid composed of beams.</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Long span gridshell; (a) equilibrium shape, (b) xy-plane, (c) xz-plane</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_371.html"><img src="thumbnails/s371.jpg" width="160" height="180" border="0" hspace="14" vspace="0" alt="Very large deflections of a thin strip"></a></td> <td width="208"><a href="pages/page_372.html"><img src="thumbnails/s372.jpg" width="180" height="129" border="0" hspace="14" vspace="0" alt="Large displacement and large bending of a flexible free-free beam"></a></td> <td width="208"><a href="pages/page_373.html"><img src="thumbnails/s373.jpg" width="180" height="80" border="0" hspace="14" vspace="0" alt="Large displacement and deformation of a free-free thin strip under two concentrated moments"></a></td> <td width="208"><a href="pages/page_374.html"><img src="thumbnails/s374.jpg" width="180" height="106" border="0" hspace="14" vspace="0" alt="Large displacement and deformation of an eighth of a spherical shell under concentrated loads P"></a></td> <td width="208"><a href="pages/page_375.html"><img src="thumbnails/s375.jpg" width="180" height="160" border="0" hspace="14" vspace="0" alt="Large displacement and deformations of a wavy stiffened cylindrical panel under concentrated loads P"></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">Very large deflections of a thin strip</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large displacement and large bending of a flexible free-free beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large displacement and deformation of a free-free thin strip under two concentrated moments</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large displacement and deformation of an eighth of a spherical shell under concentrated loads P</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large displacement and deformations of a wavy stiffened cylindrical panel under concentrated loads P</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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