| Title |
A Study On Lateral Buckling Of H-Shape Steel Beam |
| Abstract |
Two formula for the lateral buckling stress have been proposed in design specification for steel structure of A.I.K.Using such formula, the different results could be found out according to the shape of beam sections.So, many researches have been made for the lateral buckling strength of H-section beams. The previous investigations can be observed from two viewpoints. One is to express the buckling strength as a simple forms which enables intuitive comprehension of lateral buckling. The other is to evaluate the effects of various restraining and loading conditions on buckling strength.But the results have not been arranged as a unified manner.In this paper, an advanced design formula for the beam of symmetrical H-section under practical conditions is suggested. |