@article{oai:muroran-it.repo.nii.ac.jp:00008174,
 author = {大築, 和夫 and OHTSUKI, Kazuo and 鈴木,  邦康 and SUZUKI, Kuniyasu},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, In this paper seventy-four reinforced concrete pile caps, each with four piles were tested under vertical load. The variables involved were spacing of piles, arrangement of reinforcement, side length column and depth of pile cap. For all pile caps final failure was in bending. In regard to the ultimate bending strength the results of the test were compared with the values calculated according to the provision for the bending in A.I.J Building Code Requirements for Reinforced Concrete (1982), to the equations proposed by others and to that by authors. To conclude the discussions the calculated values according to the author’s equation agreed well with the experimental results.},
 pages = {1--19},
 title = {4本杭支持独立フーチングの曲げ耐力に関する実験的研究},
 volume = {41},
 year = {1991},
 yomi = {オオツキ, カズオ and スズキ, クニヤス}
}