@article{oai:ir.kagoshima-u.ac.jp:00004675,
 author = {TOKUHIRO, Ikuo and 徳広, 育夫 and KYUTOKU, Takuma and 久徳, 琢磨 and SHIOYA, Shinichi and 塩屋, 晋一 and MATSUDA, Junji and 松田, 純治},
 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 spandrel and wing walls in the reinforced concrete structure are of important structural elements in that they bear the shearing force. Since how to design these walls greatly affect the safety of the structure, it is necessary to estimate correctly the shearing force ratios of the walls before we design the structure. However, we haven't so far had a standardized method of determining the shearing force ratios for the spandrel and wing walls. So in many cases the design of the column with walls depends on the designers' own methods. Therefore the structures are designed at fairly various shearing force ratios. In this report the basic data on the shearing force ratios of the column with walls are obtained by the photo-elastic experiments with the specimens - the columns without walls and with walls of various length and various thicknesses.},
 pages = {49--58},
 title = {ELASTIC EXPERIMENTAL ANALYSIS OF COLUMNS WITH SPANDREL AND WING WALLS},
 volume = {25},
 year = {1983}
}