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Search Symbol (Half-width) Description of Search Symbols
Space "AND" indicates the intertwining of key terms used in a search
Double Quotation Marks ("") ( " " ) Double quotation marks indicate the beginning and end of a phrase, and the search will only include terms that appear in the same order of those within the quotations. Example: "image process" : " image process "
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* Indicates an unlimited number of variable letters to follow, from 1~n. Example: Enter "appl*", search results will yield apple, apples, apply, applied, application…(often used in English word searches) e , appl es , appl y , appl ied , appl ication … ( (often used to English word searches) )

Boolean logic combinations of key words is a skill used to expand or refine search parameters.
(1) AND (1) AND: Refines search parameters
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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 Registrationdoi.airiti.com ) 。

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Reference ( 31 ) 〈TOP〉
  1. 1. American Petroleum Institute. (1993), Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platform, 20th Edition, API-RP2A-WSD, API, Washington, D. C., pp. 63-66
  2. 3. Boulanger, R. W., B. L. Kutter, S. J. Branderberg, P. Singh and D. Chang. (2003) “Pile Foundations in Liquefied and Laterally Spreading Ground during Earthquakes: Centrifuge Experiments & Analyses”, Final report, University of California Department of Civil & Environmental Engineering Davis
  3. 4.Brandenberg, S., Boulanger, R. W., Kutter, B. L. and Chang, D. (2005) “Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests”, J. Geotech. Geoenviron. Eng., 131(11), 1378–1391
  4. 5. Brandenberg, S., Boulanger, R. W., Kutter, B. L. and Chang, D. (2007) “Static Pushover Analyses of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 9, September 2007, pp. 1055-1066
  5. 6. Chau, K. T., C.Y. Shen and X. Guo. (2008) “Nonlinear seismic soil–pile–structure interactions:Shaking table tests and FEM analyses”, Soil Dynamics and Earthquake Engineering, Volume 29, Issue 2, Pages 237-414
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