Field measurements and corresponding FEA of cross-frame forces in skewed steel I-girder bridges
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[1] Karl H. Frank,et al. Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing , 2009 .
[2] Amit Kanvinde,et al. Tensile forces for seismic design of braced frame connections — Experimental results , 2010 .
[3] Andrew J. Bechtel. Destructive testing and ultimate capacity of skewed simple-span bridges , 2008 .
[4] Joseph W. Tedesco,et al. Finite element method analysis of bridge girder-diaphragm interaction , 1995 .
[5] Michael D. Engelhardt,et al. Staggered bracing layout in skewed steel bridges , 2011 .
[6] Caroline Bennett,et al. Effects of Cross-Frame Placement and Skew on Distortion-Induced Fatigue in Steel Bridges , 2010 .
[7] Todd A. Helwig,et al. Stability bracing requirements for steel bridge girders with skewed supports , 2008 .
[8] Kervin Michaud. Evaluating reserve bridge capacity through destructive testing of a decommissioned bridge , 2011 .
[9] Karl H. Frank,et al. Improved Cross-Frame Connection Details for Steel Bridges with Skewed Supports , 2010 .
[10] Justin Henry Ross. Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges , 2006 .
[11] Michael J. Chajes,et al. Lateral–torsional buckling study of a continuous, skewed, steel bridge during deck placement , 2008 .
[12] Alfred G. Bishara,et al. Interaction between Cross Frames and Girders , 1990 .