Bearing Strength Formula of Roughened Concrete Considering Vertical Projection Area

Author:

Musya Ukyo1,Katagiri Yuki1,Takase Yuya2,Abe Takahide3,Sakamoto Keita3,Hiwatashi Takeshi4,Katori Keichi5

Affiliation:

1. Division of Sustainable and Environmental Engineering, Muroran Institute of Technology, Japan.

2. College of Environmental Technology, Muroran Institute of Technology, Japan.

3. Seismic Solution Department, Tobishima Corporation, Japan.

4. Research and Development Center, Toa Corporation, Japan.

5. Department of Architecture, Faculty of Science and Engineering, Toyo University, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference12 articles.

1. 1) Abe, T., Hiwatashi, T., Kubota, M., Takase, Y. and Katori, K., (2017). “Formula for shear strength of cylindrical shear-key applied seismic retrofitting.” In: Proceedings of the 16th World Conference on Earthquake Engineering, Santiago Chile, Article Number: 611.

2. 2) Isozaki, T., Takase, Y., Abe, T. and Katori, K., (2017). “Fundamental study on shear resistance of roughened concrete surface for existing members.” Proceedings of the Japan Concrete Institute, 39(2), 919-924. (in Japanese)

3. 3) Isozaki, T., Musya, U., Takase, Y., Abe, T., Sakamoto, K., Hiwatashi, T. and Katori, K., (2018). “Mechanical model of shear stress transfer of roughened concrete surface for R/C existing member.” Proceedings of Computational Modeling of Concrete Structures, 973-982.

4. 4) JBDPA, (2017). “Seismic evaluation and retrofit.” Tokyo: The Japanese Building Disaster Prevention Association.

5. 5) Nakano, K. and Matsuzaki, Y., (2001). “Additional method of shear resistances in precast concrete connections.” J. Struct. Constr. Eng. (Transactions of AIJ), 66(550), 151-158. (in Japanese)

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