@article{oai:ir.kagoshima-u.ac.jp:00007641,
 author = {松田, 純治 and MATSUDA, Junji and 徳広, 育夫 and TOKUHIRO, Ikuo},
 journal = {鹿児島大学工学部研究報告, The research reports of the Faculty of Engineering, Kagoshima University},
 month = {Nov},
 note = {The stiffness of the panel of a connection between beam and olumn can have a significant effect on the deformation behaviours of the frame. And the paned is assumed not to deform in shear because of the presence of the intersection beam. But shear crack can be seen in a panel zone of the reinforced concrete specimen. Although the intersection beam makes the panel zone rigid, the degree of rigidity depends on the scale of the intersection beam and the shear-span ratios of beam and column, respectivery. Accordingly, the object of this paper is to make clear the relations between the scale of intersection beam and the rigidity of the panel zone. In attempting to deal with the above problem, elastic experiment by photo-elasticity and measuring the diagonal distances were adopted.},
 pages = {85--94},
 title = {柱・梁接合部における直交梁および床版の拘束効果に関する弾性実験},
 volume = {30},
 year = {1988}
}