@article{oai:muroran-it.repo.nii.ac.jp:00008145,
 author = {SUGINOME, Akira and 杉野目, 章 and INO, Satoru and 井野, 智 and ITO, Masayoshi and 伊藤, 正義 and YOSHINO, Shuji and 吉野, 修司},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, We review the adequacy of the slab thickness equation in the r/c design code by the Architectural Institute of Japan, in comparison with the related data obtained by our recently renovated method which employs the known effective stiffness and an experimentally estimated time-dependent reduced elastic modules and whose practical accuracy to tolerable degrees has been observed in our earlier reports. Using this method we try series of deflection estimate for slab models of graduated dimensions in a practically chosen wide range, for the purpose of examining the subject matter of defined possibility for rational slab sections to be designed without deflection check.},
 pages = {65--74},
 title = {Admissible Sectional Dimensions of R/C Floor Elements to be Designed without Deflection Check Part 2: Floor Slabs},
 volume = {39},
 year = {1989},
 yomi = {スギノメ, アキラ and イノ, サトル and イトウ, マサヨシ and ヨシノ, シュウジ}
}