@article{oai:kanazawa-u.repo.nii.ac.jp:00011703,
 author = {Yoshida, Hiroshi and Masuya, Hiroshi and 吉田, 博 and 桝谷, 浩},
 issue = {1},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Mar},
 note = {A large number of studies have been done on the lateral buckling strength of simple beams. However, the general characteristic of lateral buckling of continuous beams or continuous beams supported in the lateral direction is not yet clear because the analysis is complicated. 
  In this study, a beam element between the restraint points against lateral displacement and rotation is isolated from a continuous beam or a continuous beam supported in the lateral direction, so that this isolated beam is restrained from adjacent members on the slope of lateral displacement and the rate of rotation angle. This restraint beam by elastic springs replaced the adjacent members, this is the equivalent simple. beam may be used in this paper. 
By means of the equivalent simple beam, an approximate analysis is presented to evaluate the lateral buckling strength'.)f continuous beams or continuous beams supported in the lateral direction. 
  The following results are obtained in this study :
(1)	the elastic buckling strength of continuous beams can be easily calculated with satisfactory accuracy ; and
(2)	the equivalent simple beam approach may be applicable to the inelastic buckling strength analysis of continuous beams.},
 pages = {45--53},
 title = {等価単純ばりを用いた連続ばりの横倒れ座屈解析},
 volume = {16},
 year = {1983}
}