<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_106.html"><img src="thumbnails/s106.jpg" width="180" height="131" border="0" hspace="14" vspace="0" alt="Various wall concepts for the submarine pressure hull"></a></td> <td width="208"><a href="pages/page_107.html"><img src="thumbnails/s107.jpg" width="179" height="176" border="0" hspace="14" vspace="0" alt="Stacking sequence of a laminated composite skin of the submarine pressure hull"></a></td> <td width="208"><a href="pages/page_108.html"><img src="thumbnails/s108.jpg" width="117" height="180" border="0" hspace="14" vspace="0" alt="Single- & multi-celled quasi-hemispherical shell energy absorbers"></a></td> <td width="208"><a href="pages/page_109.html"><img src="thumbnails/s109.jpg" width="180" height="87" border="0" hspace="14" vspace="0" alt="Typical aircraft wing construction: Compound stiffened panels"></a></td> <td width="208"><a href="pages/page_110.html"><img src="thumbnails/s110.jpg" width="180" height="119" border="0" hspace="14" vspace="0" alt="Optimized compound stiffened pressure hull"></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">Various wall concepts for the submarine pressure hull</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Stacking sequence of a laminated composite skin of the submarine pressure hull</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Single- & multi-celled quasi-hemispherical shell energy absorbers</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical aircraft wing construction: Compound stiffened panels</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Optimized compound stiffened pressure hull</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_111.html"><img src="thumbnails/s111.jpg" width="78" height="180" border="0" hspace="14" vspace="0" alt="Large deformations of square T-joints with various reinforcements"></a></td> <td width="208"><a href="pages/page_112.html"><img src="thumbnails/s112.jpg" width="180" height="85" border="0" hspace="14" vspace="0" alt="Back-to-back lipped channels (I-section) under local vertical web-crushing load"></a></td> <td width="208"><a href="pages/page_113.html"><img src="thumbnails/s113.jpg" width="180" height="83" border="0" hspace="14" vspace="0" alt="Face-to-face lipped channels under local vertical web-crushing load"></a></td> <td width="208"><a href="pages/page_114.html"><img src="thumbnails/s114.jpg" width="180" height="128" border="0" hspace="14" vspace="0" alt="Ultimate-to-plastic vertical web crushing ratio as a function of web slenderness"></a></td> <td width="208"><a href="pages/page_115.html"><img src="thumbnails/s115.jpg" width="180" height="104" border="0" hspace="14" vspace="0" alt="Space frame joint finite element model"></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">Large deformations of square T-joints with various reinforcements</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Back-to-back lipped channels (I-section) under local vertical web-crushing load</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Face-to-face lipped channels under local vertical web-crushing load</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Ultimate-to-plastic vertical web crushing ratio as a function of web slenderness</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Space frame joint finite element model</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_116.html"><img src="thumbnails/s116.jpg" width="180" height="163" border="0" hspace="14" vspace="0" alt="Post-buckling of thin-walled frame"></a></td> <td width="208"><a href="pages/page_117.html"><img src="thumbnails/s117.jpg" width="159" height="180" border="0" hspace="14" vspace="0" alt="Novel complex built-up shear wall panel"></a></td> <td width="208"><a href="pages/page_118.html"><img src="thumbnails/s118.jpg" width="180" height="75" border="0" hspace="14" vspace="0" alt="Complex shear wall panel installed in test rig"></a></td> <td width="208"><a href="pages/page_119.html"><img src="thumbnails/s119.jpg" width="180" height="67" border="0" hspace="14" vspace="0" alt="Typical buckle patterns obtained by Gao and by Guo et al"></a></td> <td width="208"><a href="pages/page_120.html"><img src="thumbnails/s120.jpg" width="180" height="51" border="0" hspace="14" vspace="0" alt="Short-wavelength buckling of the inner steel shear wall between the two outer RC panels"></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">Post-buckling of thin-walled frame</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Novel complex built-up shear wall panel</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Complex shear wall panel installed in test rig</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical buckle patterns obtained by Gao and by Guo et al</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Short-wavelength buckling of the inner steel shear wall between the two outer RC panels</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

compound structures

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Sunday, December 27, 2020