@article{oai:mie-u.repo.nii.ac.jp:00004992,
 author = {Yamada, Chihaya and 山田, 幸也 and Morino, Shosuke and 森野, 捷輔 and Kawaguchi, Jun and 川口, 淳 and Machida, Toshiaki and 町田, 敏明},
 journal = {Research reports of the Faculty of Engineering, Mie University},
 month = {Dec},
 note = {application/pdf, In order to clarify the mechanical characteristics of concrete-filled steel square tubular (CFT) columns subjected to the long-term load, creep tests of CFT compression members and a CFT flexural member have been performed. The paper first presents the test results of the creep  strain of the compression members, and compares them with the predictions by the analysis based on a visco-elastic model for a creeping material. The decrease in the concrete stress and the increase in the creep strain are clearly shown. Then, it shows the buckling analysis of slender CFT compression members, and discusses the reduction of the buckling strength due to the creep and the stress transfer behavior from the concrete to the steel tube. Finally, the test results of a CFT flexural member are presented with the analysis of the creep coefficient based on the age-adjusted equivalent coefficient method.},
 pages = {83--98},
 title = {Creep Behavior of Concrete-Filled Steel Tubular Members},
 volume = {20},
 year = {1995}
}