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 ） 。
- 1. Abdrakhmatov, K., Havenith, H.B., Delvaux, D., Jongmans, D., and Trefois, P. (2003). “Probabilistic PGA and Arias Intensity maps of Kyrgyzstan (Central Asia),” Journal of Seismology, 7, p 203-220.
- 2. Ambraseys, N.N. (1974) “Notes on engineering seismology,” Engineering Seismology and Earthquake Engineering, p 33-54.
- 3. Arias, A. (1970). “A measure of earthquake intensity,” Hansen, R.J. (Ed.), Seismic Design for Nuclear Power Plants. Massachusetts Institute of Technology Press, Cambridge, MA, p 438–483.
- 4. Bozzano, F., Esposito, E., Lenti, L., Martion, S., Montagna, A., Paciello, A., and Porfido, S. (2010). “Numerical modelling of earthquake-induced rock landslides: The 1783 Scilla Case-history (Southern Italy),” Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
- 5. Campbell, K.W., and Bozorgnia, Y. (2003). “Updated Near-Source Ground-Motion (Attenuation) Relations for the Horizontal and Vertical Components of Peak Ground Acceleration and Acceleration Response Spectra,” Bulletin of the Seismological Society of America, 93(1), p 314-331.
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