Cyclic Behavior of Interfaces for Seismically Retrofitted RC Buildings-Reference-Cited by-同舟云学术

Cyclic Behavior of Interfaces for Seismically Retrofitted RC Buildings

Published:2023-02-19 Issue:2 Volume:21 Page:92-106
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Yamada Taizo¹,Takase Yuya²,Abe Takahide³

Affiliation:

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

2. College of Design and Manufacturing Technology, Muroran Institute of Technology, Muroran, Japan.

3. Institute of Technology, Tobishima Corporation, Noda, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/2/21_92/_pdf

Reference28 articles.

1. 1) Abe, T., Sakamoto, K., Hiwatashi, T., Takase, Y. and Katori, K., (2020). “Design formula for shear strength of roughened concrete by chipping.” Journal of Structural Engineering, 66B, 517-524. (in Japanese)

2. 2) Bujadaham, B. and Maekawa, K., (1992a). “Qualitative studies on mechanisms of stress transfer across cracks in concrete.” Doboku Gakkai Ronbunshu, 451(V-17), 265-275.

3. 3) Bujadaham, B. and Maekawa, K., (1992b). “The universal model for stress transfer across cracks in concrete.” Doboku Gakkai Ronbunshu, 451(V-17), 277-287.

4. 4) Figueira, D., Sousa, C. and Neves, A. S., (2020). “Constitutive model for aggregate interlock in FEM analyses of concrete interfaces with embedded steel bars.” International Journal of Concrete Structures and Materials, 14(2020), 15.

5. 5) Friberg, B. F., (1938). “Design of dowels in the transverse joints of concrete pavements.” Proceedings of American Society of Civil Engineers, 64(9), 1809-1828.