Thermo-Hygral Case-Study on Full Scale RC Building under Corrosive Environment and Seismic Actions-Reference-Cited by-同舟云学术

Thermo-Hygral Case-Study on Full Scale RC Building under Corrosive Environment and Seismic Actions

Published:2015-10-23 Issue:10 Volume:13 Page:465-478
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Chijiwa Nobuhiro¹,Maekawa Koichi²

Affiliation:

1. Department of Civil Engineering, Tokyo Institute of Technology, Japan.

2. Department of Civil Engineering, The University of Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/10/13_465/_pdf

Reference31 articles.

1. 1) Abruzzo, J., Matta, A. and Panariello, G., (2006). “Study of mitigation strategies for progressive collapse of a reinforced concrete commercial building.” Journal of Performance of Construction Facilities, 20, Special Issue: Mitigating the potential for progressive disproportionate structural collapse, 384-390.

2. 2) Andrade, C. and Alonso, C., (1993). “Cover cracking as a function of bar corrosion: Part I-Experimental test.” Materials and Structures, 26, 453-464.

3. 3) Arasato, Y., Yamakawa, T., Morishita, Y. and Tamaki, Y., (2003). “Experimental study on the seismic performance of RC columns damaged under natural exposure.” Proceedings of JCI, 25(2), 259-264. (in Japanese)

4. 4) Asamoto, S., Ishida, T. and Maekawa, K., (2006). “Time-dependent constitutive model of solidifying concrete based on thermodynamic state of moisture in fine pores.” Journal of Advanced Concrete Technology, 4(2), 301-323.

5. 5) Cabrera, J. G., (1996). “Deterioration of concrete due to reinforcement steel corrosion.” Cement and Concrete Composites, 18, 47-59.

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