Stochastic modelling of crackwidth in reinforced concrete beams subjected to fatigue loading-Reference-Cited by-同舟云学术

Stochastic modelling of crackwidth in reinforced concrete beams subjected to fatigue loading

Published:2004-04 Issue:5 Volume:26 Page:659-667
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Balaji Rao K.,Appa Rao T.V.S.R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. ACI Committee 215 report. Considerations for design of concrete structures subjected to fatigue loading. ACI Manual of Concrete Practice 1988 (Part I). 215R-1–215R-25, 1988.

2. CEB Bulletins d’Information. Fatigue of concrete structures—state-of-the-art report, No. 188, 1988.

3. BS5400-10. British Standard. Steel, concrete and composite bridges. Part 10: Code of practice for fatigue, 1980.

4. RILEM Committee 36-RDL report. Long term random dynamic loading of concrete structures. Materials and Structures 17 (97) (1984) 1–28.

5. A study of the fatigue stress of concrete bridges determined by means of direct using of experimental modal data;Polak,2001

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