SIZE EFFECT ON THE PROGRESS OF FLEXURAL FAILURE OF RC BRIDGE COLUMNS

MLA

Keisuke Ohta, et al. “Size Effect on the Progress of Flexural Failure of Rc Bridge Columns.” Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^ Earthquake Engineering (SE/EE)), vol. 69, Jan. 2013, p. I_829-I_838. EBSCOhost, https://doi.org/10.2208/jscejseee.69.i_829.

APA

Keisuke Ohta, Kazuhiko Kawashima, Tomoyuki Oya, & Hiroshi Matsuzaki. (2013). Size Effect on the Progress of Flexural Failure of Rc Bridge Columns. Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^ Earthquake Engineering (SE/EE)), 69, I_829-I_838. https://doi.org/10.2208/jscejseee.69.i_829

Chicago

Keisuke Ohta, Kazuhiko Kawashima, Tomoyuki Oya, and Hiroshi Matsuzaki. 2013. “Size Effect on the Progress of Flexural Failure of Rc Bridge Columns.” Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^ Earthquake Engineering (SE/EE)) 69 (January): I_829-I_838. doi:10.2208/jscejseee.69.i_829.