Engineering Challenges in the Design of Alberta’s Oil Sands Projects
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[1] Osama Bedair,et al. Analysis and Limit State Design of Stiffened Plates and Shells: A World View , 2009 .
[2] J. H. Atkinson,et al. Non-linear soil stiffness in routine design , 2000 .
[3] Ronald D. Ziemian,et al. Guide to stability design criteria for metal structures , 2010 .
[4] Osama Bedair. Stress Analyses of Deep Plate Girders Used at Oil and Gas Facilities with Rectangular Web Penetrations , 2011 .
[5] Osama Bedair. Graphical Representation for Stability Limit State Design of Wide Flange Beam-Column I-Sections , 2011 .
[6] Osama K. Bedair. Interaction of multiple piping penetrations used in mining and petrochemical facilities , 2012 .
[7] A. Filiatrault,et al. Effect of weak foundation on the seismic response of core wall type buildings , 1992 .
[8] Dimitris L. Karabalis,et al. Dynamic response of 3‐D rigid surface foundations by time domain boundary element method , 1984 .
[9] Michael P. Collins,et al. Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete , 2006 .
[10] Osama Bedair. Stability of web plates in W-shape columns accounting for flange/web interaction , 2009 .
[11] Osama K. Bedair. Stability limit state design of box sections supporting mining and process facilities , 2011 .
[12] Osama BedairO. Bedair. Discussion of “Proposals for limit states torsional strength design of wide-flange steel members” Appears in the Canadian Journal of Civil Engineering, 35(2): 200-209. , 2008 .
[13] Osama Bedair. Cost-effective modeling strategies for the analysis of spliced steel connections , 2011 .
[14] Edwin Henry Gaylord,et al. Structural Engineering Handbook , 1968 .
[15] Osama Bedair. Dynamic analysis of box girders with tee-stiffening using unconstrained optimization techniques , 2010 .
[16] Osama Bedair,et al. Analytical effective width equations for limit state design of thin plates under non-homogeneous in-plane loading , 2009 .