@article{oai:mie-u.repo.nii.ac.jp:00004921,
 author = {Hatanaka, Shigemitsu and 畑中, 重光 and Tanigawa, Yasuo and 谷川, 恭雄 and Hattori, Hiroki and 服部, 宏己},
 journal = {Research reports of the Faculty of Engineering, Mie University},
 month = {Dec},
 note = {application/pdf, Firstly, discussion is carried out on the magnitude of lateral confining pressure required to keep concrete ductile under compression for various strength level. Next, the reinforcing efficiency of various types of lateral reinforcement is evaluated. The compressive deformation behavior of confined concretes can be predicted only by putting the presently introduced reinforcing efficiency and the lateral pressure calculated from the volume of reinforcement into a constitutive model proposed earlier.},
 pages = {51--60},
 title = {Systematic Evaluation of Compressive Toughness of Confined Concretes Based on Constitutive Model},
 volume = {16},
 year = {1991}
}