@article{oai:kitami-it.repo.nii.ac.jp:00006383,
 author = {NOMACHI, Sumio G and OHSHIMA, Toshiyuki and TAKAHASHI, Yoshihiro},
 issue = {1},
 journal = {北見工業大学研究報告},
 month = {Nov},
 note = {application/pdf, The stress distributions and deflections　of the composite structure which is built up with a deck plate and two spandrel arches stiffening the plate at the edges， are discussed.　　In dividing the deck plate into long strips，and recomposing the structure so as to apply Finite Fourier Integration Transform，the authors　obtained the solutions in simple forms， which is feasible to take the boundary conditions　of the plate into account.　　As the numerical examples， the structure which has two opposite edges simply supported and the other two edges rested on the stiffening frame works，and is subjected to uniform load， are computed.},
 pages = {153--161},
 title = {On the Structural Analysis of the Langered Plate},
 volume = {7},
 year = {1975}
}