@article{oai:u-ryukyu.repo.nii.ac.jp:02005601, author = {伊良波, 繁雄 and Iraha, Shigeo}, issue = {30}, journal = {琉球大学工学部紀要}, month = {Sep}, note = {In this paper, the hybrid stress model is applied to limit analysis of reinforced concrete structures. The limit analysis is performed by using an incremental procedure. Non-linear effects of concrete tensile cracking, crushing, shear sliping and material stress-strain respons are considered. For numerical examples, Elastic analysis of contilever beam, a limit analysis of concrete block and analysis of reinforced concrete beam are performed., 紀要論文}, pages = {1--11}, title = {ハイブリッドストレスモデルによる鉄筋コンクリート構造物の非線形解析}, year = {1985} }