1. 3) 角田与史雄,藤田嘉夫:RC スラブの疲労押抜きせん断強度に関する基礎的研究,土木学会論文報告集,No. 317, pp. 149-157, 1982. [Kakuta, Y. and Fujita, Y.: Fatigue strength of reinforced concrete slabs failing by punching shear, Proceedings of the Japan Society of Civil Engineers, No. 317, pp. 149-157, 1982.]
2. 4) 岡田清,岡村宏一,園田恵一郎,島田功:道路橋鉄筋コンクリート床版のひびわれ損傷と疲労性状,土木学会論文報告集,No. 321, pp. 49-61, 1982. [Okada, K., Okamura, H., Sonoda, K. and Shimada, I.: Cracking and fatigue behavior of bridge deck RC slabs, Proceedings of the Japan Society of Civil Engineers, No. 321, pp. 49-61, 1982.]
3. 5) 前田幸雄,松井繁之:輪荷重動移動装置による道路橋床版の疲労に関する研究,コンクリート工学年次講演会論文集,Vol. 6, pp. 221-224, 1984. [Maeda, Y. and Matsui, S.: Fatigue of reinforced concrete slabs under trucking wheel load, Proceedings of the Japan Concrete Institute, Vol. 6, pp. 221-224, 1984.]
4. 6) Muttoni, A., Fernández Ruiz, M. and Simões, J. T. : The theoretical principles of the critical shear crack theory for punching shear failures and derivation of consistent closed-form design expressions, Structural Concrete, Vol. 19, pp. 174-190, 2018.
5. 7) Maekawa, K., Gebreyouhannes, E., Mishima, T. and An, X. : Three-dimensional fatigue simulation of RC slabs under traveling wheel-type loads, Journal of Advanced Concrete Technology, Vol. 4, No. 3, pp. 445-457, 2006.