@article{oai:it-hiroshima.repo.nii.ac.jp:00001090,
 author = {山西, 央朗 and Yamanishi, Teruaki},
 journal = {広島工業大学紀要. 研究編},
 month = {Feb},
 note = {application/pdf, H-shaepd steel member had full plastic bending strength on collapse mechanism of structure. The principle to they conditions was normal stress reacting yield stress by means of flexure and axial force. However, normal stress reduced by shear stress in collapse motion, if shear force becomes dominant obtain from more smaller shear span ratio.|In this paper shown, H-shaped steel member on miner-axis full plastic bending strength acted on by shearing force and flexure, its computing by FEM analysis. That results showed, H-shaped steel member on miner-axis strength pays its attention to only flange and can calculate.},
 pages = {199--205},
 title = {H形鋼断面の弱軸周りの全塑性曲げ耐力に及ぼすせん断録の影響について},
 volume = {53},
 year = {2019},
 yomi = {ヤマニシ, テルアキ}
}