Adel Essam Ali Ali Abdelnabi <br/><br/>
Analysis and design of transversally stiffened web panels under pure shear /  
 تحليل وتصميم الكمرات العميقة تحت تاثير قوى القص 
Adel Essam Ali Ali Abdelnabi ; Supervised B.E.Machaly , S.S.Safar 
 - Cairo :   Adel Essam Ali Ali Abdelnabi ,   2007 
 - 143P. :   charts , facsimiles ;   30cm 
<br/><br/>Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering 
<br/><br/> The analysis of transversely stiffened plate girder web panels subjected to pure shear was established herein using a three - dimensional finite element model incorporating material and geometric imperfections.Although current design rules adopted in AASHTO - LRFD and AISC - LRFD specifications predict the overall shear strength of web panels with reasonable accuracy 
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<br/><br/><label>Subjects--Index Terms: </label>Buckling Post - buckling Shear strength