共 50 条
- [1] Shear lag in wide - flange beam subjected to both axial and lateral loads Changsha Dianli Xueyuan Xuebao/Journal of Changsha University of Electric Power, 1999, 14 (02): : 167 - 170
- [2] Study on deformation capacity of site welding beam-to-columns joints with the method of drilled flange : Part 2 influence which different member section of beam give to deformation capacity Journal of Structural and Construction Engineering, 2009, 74 (640): : 1155 - 1162
- [3] APPROXIMATE PLASTIC MODULUS OF WIDE FLANGE BEAM SECTIONS ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1990, 27 (01): : 32 - 32
- [5] Lateral-torsional buckling of wide flange cantilever beams ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2004, 41 (03): : 135 - 147
- [6] Lateral-torsional buckling of wide flange cantilever beams ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2004, 41 (02): : 85 - 91
- [7] Lateral-torsional buckling of wide flange cantilever beams Dowswell, B.O., 1600, American Institute of Steel Construction Inc. (41):