Cyclic Response of Reinforced Concrete Members at Low Temperatures-Reference-Cited by-同舟云学术

Cyclic Response of Reinforced Concrete Members at Low Temperatures

Published:2008-09 Issue:3 Volume:22 Page:79-102
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Montejo Luis A.¹²³³,Sloan John E.¹²³³,Kowalsky Mervyn J.¹²³³,Hassan Tasnim¹²³³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

2. Structures Group, URS Corp., 1600 Perimeter Park Dr., Ste. 400, Morrisville, NC 27560.

3. Associate Professor, Dept. of Civil Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-381X%282008%2922%3A3%2879%29

Reference39 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05 Farmington Hills Mich.

2. Berner D. Gerwick B. C. and Polivka M. (1985). “Static and cyclic behavior of structural lightweight concrete at cryogenic temperatures.” Temperature effects on concrete ASTM STP 858 21–37.

3. Low-cycle fatigue failure of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

4. Browne R. D. and Bamforth P. B. (1981). “The use of concrete for cryogenic storage: A summary of research past and present.” Proc. 1st Int. Conf. on Cryogenic Concrete The Concrete Society Newcastle Upon Tyne London 135–166.

5. Cantin R. and Pigeon M. (1998). “Durability and mechanical properties at low temperatures of steel-fiber reinforced concrete.” Proc. 2nd Int. Conf. on Concrete under Severe Conditions E & FN SPON London 1761–1770.

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