@article{oai:nagasaki-u.repo.nii.ac.jp:00013403,
 author = {修行, 稔 and 島津, 勝 and 林田, 幸浩 and 岩永, 洋尚},
 issue = {631},
 journal = {日本建築学会構造系論文集, Journal of Structural and Construction Engineering (Transactions of AIJ)},
 month = {Sep},
 note = {The beam element for three-dimensional pure steel frames proposed by the first author is extended for steel-concrete composite members. The authors call this approach the ” fibered plastic hinge method”. The stress-strain relation of a concrete fiber is modeled as an elastic-perfectly plastic type in this study. Comparisons with the authors' experimental results on RC beams strengthened by carbon fiber sheet and available test results on steel-concrete composite columns and frames show that the developed beam element has a sufficient accuracy for bending problem although there are some limitations. The element may be used to examine a performance of moment-resistant steel-concrete composite frames., 日本建築学会構造系論文集, 73(631), pp.1535-1542; 2008},
 pages = {1535--1542},
 title = {曲げで壊れる鋼コンクリート合成部材および骨組の弾塑性解析},
 volume = {73},
 year = {2008}
}