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 ) 。
A Software Framework for Quasi-static Structural Testing
王孔君 , Ph.D Advisor:蔡克銓
英文
DOI:
10.6342/NTU.2011.01916
擬靜態試驗 ; 擬動態試驗 ; 結構試驗 ; 物件導向 ; 軟體架構 ; quasi-static test ; pseudo-dynamic test ; structural experiment ; object-oriented ; software framework


- 2. Bonnet P. A., Williams M. S., and Blakeborough A., 2008, "Evaluation of Numerical Time-integration Schemes for Real-time Hybrid Testing," Earthquake Engineering and Structural Dynamics 2008; 37:1467–1490.
連結: - 3. Booch G., Maksimchuk R., Engle M., Young B., Conallen J., Houston K., 2007, “Object-oriented analysis and design with applications, 3rd Edition,” Addison-Wesley Professional.
連結: - 5. Cook R. D., Malkus D. S., and Plesha M. E, 1989, “Concepts and Applications of Finite Element Analysis, 3rd Edition” Jhon Wiley & Sons, Inc.
連結: - 10. Hung, H. H., Liu, K. Y. and Ho, T. H., and Chang, K.C., 2011, “An Experimental Study on the Rocking Response of Bridge Piers with Spread Footing Foundations,” Earthquake Engineering and Structural Dynamics, 40(7), 749-769.
連結: - 13. Jon P. 1981a, “Transmission Control Protocol – DARPA Internet Program Protocol Specification,”, RFC-793, DARPA.
連結:
- 何姿慧(2009)。橋梁基礎搖擺機制之初步研究。臺灣大學土木工程學研究所學位論文。2009。1-134。
- 陳威逸(2007)。含功能性支承縮尺橋梁之試驗與分析。臺灣大學土木工程學研究所學位論文。2007。1-160。
- 游宜哲(2006)。物件導向非線性靜動態三維結構分析程式之擴充。臺灣大學土木工程學研究所學位論文。2006。1-111。
- 陳愷澤(2004)。鋼筋混凝土結構物加裝消能器補強之位移設計法。臺灣大學土木工程學研究所學位論文。2004。1-163。
- 吳秉憲(2004)。橋梁功能性支承系統參數之研究–橡膠支承墊力學行為與摩擦係數之測定。臺灣大學土木工程學研究所學位論文。2004。1-165。