@article{oai:iwate-u.repo.nii.ac.jp:00015186,
 author = {阿部, 忠 and 小野, 晃良 and 木内, 彬喬 and 高橋, 明彦 and 大西, 弘志 and 久田, 真},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {Apr},
 note = {This study was verified consistency of the equation for punching shear load-carrying and S-N curve formula using the replacement RC slabs with two type of interstitial parts carried out running load experiment and wheel running fatigue test. As a result, the fracture modes of two kind of experiments resulted in the punching shear fracture with the precast slab. On the basis of the experiment results, the punching shear load-carrying capacity (Psx) proposed by Abe et al was evaluated as above 0.93 times compared with the experiment value. In the verification of the consistency with the S-N curve formula from the relationship with number of equivalent cycle using Psx were plotted within ±5% of confidence limit},
 pages = {741--751},
 title = {取替RC床版の押抜きせん断耐荷力および疲労寿命推定法に関する実験研究},
 volume = {66},
 year = {2020}
}