Knowledge-based decision support system for identification of crack causes in concrete buildings

Author:

Barkavi T.ORCID,Natarajan C.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference33 articles.

1. Abdel-Qader, I., Abudayyeh, O., & Kelly, M. E. (2003). Analysis of edge-detection techniques for crack identification in bridges. Journal of Computing in Civil Engineering, 17(4), 255–263. https://doi.org/10.1061/(ASCE)0887-3801(2003)17:4(255) .

2. American Concrete Institute (ACI). (2007). Causes, Evaluation, and Repair of Cracks in Concrete Structures. ACI committee 224, ACI 224-1R-07, USA.

3. American Society for Nondestructive Testing (ASNT). (1999). Standard Test method for Rebound Hammer number of hardened concrete. Concrete and Aggregates, 04(02), 400–402.

4. American Society for Testing and Materials. ASTM E 114-95. (1995). Standard practice for ultrasonic pulse-echo straight-beam examination by the contact method. In: Annual Book of ASTM Standards, vol. 03.03: Nondestructive Testing. West Conshohocken, pp. 12–15.

5. Andrade, J. J. O., Possan, E., & Dal Molin, D. C. C. (2017). Considerations about the service life prediction of reinforced concrete structures inserted in chloride environments. Journal of Building Pathology and Rehabilitation., 2, 6. https://doi.org/10.1007/s41024-017-0025-x .

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