stands for Digital Object Identifier
and is the unique identifier for objects on the internet. It can be used to create persistent link and to cite articles.
Using DOI as a persistent link
To create a persistent link, add「http://dx.doi.org/」
before a DOI.
For instance, if the DOI of an article is 10.5297/ser.1201.002 , you can link persistently to the article by entering the following link in your browser: http://dx.doi.org/ 10.5297/ser.1201.002 。
The DOI link will always direct you to the most updated article page no matter how the publisher changes the document's position, avoiding errors when engaging in important research.
Cite a document with DOI
When citing references, you should also cite the DOI if the article has one. If your citation guideline does not include DOIs, you may cite the DOI link.
DOIs allow accurate citations, improve academic contents connections, and allow users to gain better experience across different platforms. Currently, there are more than 70 million DOIs registered for academic contents. If you want to understand more about DOI, please visit airiti DOI Registration （ doi.airiti.com ） 。
何郁姍 , Masters Advisor：廖文正
繁體中文 DOI： 10.6342/NTU201602404
-  Ahmed, S. F. U., & Maalej, M. (2009). Tensile strain hardening behaviour of hybrid steel-polyethylene fibre reinforced cementitious composites.Construction and Building Materials, 23(1), 96-106.
-  Alonso, C., Andrade, C., Castellote, M., & Castro, P. (2000). Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar. Cement and Concrete research, 30(7), 1047-1055.
-  Andrade, C., Castelo, V., Alonso, C., & Gonzalez, J. A. (1986). The determination of the corrosion rate of steel embedded in concrete by the polarization resistance and AC impedance methods. In Corrosion effect of stray currents and the techniques for evaluating corrosion of rebars in concrete. ASTM International.
-  Andrade, C., & Martínez, I. (2010). 14 - Techniques for measuring the corrosion rate (polarization resistance) and the corrosion potential of reinforced concrete structures, In Woodhead Publishing Series in Civil and Structural Engineering, Woodhead Publishing, Volume 2, Pages 284-316, Non-Destructive Evaluation of Reinforced Concrete Structures.
-  Ann, K. Y., Ahn, J. H., & Ryou, J. S. (2009). The importance of chloride content at the concrete surface in assessing the time to corrosion of steel in concrete structures. Construction and Building Materials, 23(1), 239-245.
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