2024-03-28T21:23:12Z
https://kitami-it.repo.nii.ac.jp/oai
oai:kitami-it.repo.nii.ac.jp:00006416
2022-12-13T02:19:48Z
7:15:29
Analysis of One-way Ribbed Plates
NOMACHI, Sumio G
32509
OHSHIMA, Toshiyuki
32510
application/pdf
The stress distributions and deflections of steel plate bridge decks with closed from longitudinial ribs which are built up with thin rectangular strip elements, and are convinient to apply folded plate theory, are disccussed. Making use of finite Fourier transform in the longitudinal direction and finite Fourier integration transform in the transverse direction, the solution of the theoretical analysis of the decks is obtained in the terms of double Fourier series. As numerical examples, the simply supported steel plate bridge decks which are subjected to partially distributed uniform tire load, are taken into account.
departmental bulletin paper
北見工業大学
1976-11
application/pdf
北見工業大学研究報告
1
8
119
132
https://kitami-it.repo.nii.ac.jp/record/6416/files/8-1-12.pdf
eng