DOI
stands for Digital Object Identifier
（
D
igital
O
bject
I
dentifier
）
,
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/」
「
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 ） 。
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Nonlinear Analysis of Ta-Chi Cable-Stayed Bridge
賴映宇 , Masters Advisor：王寶璽
繁體中文
DOI：
10.6840/CYCU.2006.00242、10.6840/cycu200600482
非線性分析 ； 大樑多支承懸浮系統 ； 斜張橋 ； nonlinear analysis ； cable-stayed bridge ； multi-supported floating system
- 1. Abdel-Ghaffar, A. M. and Nazmy, A. S.: “Three-Dimensional Nonlinear Static Analysis of Cable-Stayed Bridges,” Computers & Structures, Vol. 34, pp.257-271. (1990).
連結：
- 2. Bathe, K. J., Bolourchi, A.: “Large Displacement Analysis of Three-Dimensional Beam Structures,” International Journal for Numerical Methods in Engineering, Vol. 14, pp.961-986. (1979).
連結： - 4. Chen, D.W., Au, F.T.K., Tham, L.G. and Lee, P.K.K.: “Determination of Iinitial Cable Forces in Prestressed Concrete Cable-Stayed Bridges for Given Design Deck Profiles Using the Force Equilibrium Method,” Computers & Structures, Vol. 74, pp.1-9. (2000).
連結： - 5. Cheng, S. H., Lau, D.T. and Cheung, M. S.: “Comparison of Numerical Techniques for 3D Flutter Analysis of Cable-Stayed Bridges,” Computers & Structures, Vol. 81, pp.2811-2822. (2003).
連結： - 6. Ekhande, S. G. and Selvappalam, M.: “Stability Functions for Three-Dimensional Beam-Columns,” Journal of Structural Engineering, ASCE, Vol. 115, pp.467-479. (1989).
連結：
