Bond Behavior of RC Beams with Electric Arc Furnace Oxidizing Slag Aggregates-Reference-Cited by-同舟云学术

Bond Behavior of RC Beams with Electric Arc Furnace Oxidizing Slag Aggregates

Published:2012-11 Issue:2 Volume:11 Page:359-366
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Kim Sang-Woo¹,Lee Yong-Jun²,Kim Kil-Hee³

Affiliation:

1. Research Assistant Professor, Department of Architectural Engineering, Kongju National University, Republic of Korea

2. Structural Engineer, Total Structural Engineering and Construction, Republic of Korea

3. Associate Professor, Department of Architectural Engineering, Kongju National University, Republic of Korea

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.11.359

Reference12 articles.

1. 1) ACI Committee 318. (2008) Building code requirements for structural concrete (ACI 318M-08) and commentary. American Concrete Institute, Farmington Hill, MI, 473pp.

2. 2) Architectural Institute of Japan. (2005) Recommendation for practice of concrete with electric arc furnace oxidizing slag aggregate. Architectural Institute of Japan, 122pp. (in Japanese).

3. 3) DePree, P. J. and Ferry, C. T. (2008) Mitigation of expansive electric arc furnace slag in brown field redevelopment. Proceedings of Session of GeoCongress 2008, ASCE, pp.271-278.

4. 4) Farrand, B. L. and Emery, J. J. (1994) Recent improvements in the quality of steel slag aggregate. Proceedings of the International Symposium on Resource Conservation and Environmental Technologies in Metallurgical Industries, Toronto, Ontario, Canada, pp.99-106.

5. 5) Fujii, S. and Morita, S. (1981) Effect of transverse reinforcement on splitting bond strength. Transactions of the Japan Concrete Institute, 3, pp.237-244.

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