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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 "
? Indicates a variable letter. Entering two ? will indicate two variable letters, and so on. Example: "Appl?", search results will yield apple, apply… e , appl y … ( (often used to English word searches) )
* 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
(2) OR (2) OR: Expands search parameters (3) NOT: Excludes irrelevant parameters


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「」 「 」 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: 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 ) 。

Abstract 〈TOP〉
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Reference ( 77 ) 〈TOP〉
  1. 3. Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W. and Abghari, A. (1999), “Seismic soil-pile-structure interaction experiments and analyses”, J Geotech Geoenviron Engr., Vol. 125, pp. 750-759.
  2. 4. Brown, P. T. and Weisner, T. J., (1975), The behavior of uniformly loaded piled strip footings. Soils and foundations, 15/4:13-21.
  3. 5. Britto,A.M. and Gunn,M.J. (1987), “Critical State Soil Mechanics via Finite Element”,Chichester U.K.:Ellis Horwood Ltd.
  4. 6. Butterfield, R. and Banerjee, P. K., (1971), The elastic analysis of compressible piles and pile groups. Geotechnique, 21/1:43-60.
  5. 8. Chang, D.W., Cheng, S.H. and Wang, Y.L. (2014), “One-Dimensional Wave Equation Analyses for Pile Responses subjected to Seismic Horizontal Ground Motions,” Soils and Foundations , 54(3), pp. 313-328
Times Cited (4) 〈TOP〉
  1. 洪明揚(2016)。樁筏基礎靜態與地震行為之案例研究。淡江大學土木工程學系碩士班學位論文。2016。1-140。
  2. 林于茹(2016)。軟弱地盤中樁筏基礎構造之靜態力學行為。淡江大學土木工程學系碩士班學位論文。2016。1-149。
  3. 李旻儒(2016)。樁筏基礎受水平地震力作用之簡易分析。淡江大學土木工程學系碩士班學位論文。2016。1-94。
  4. 林佑軒(2017)。液化地盤之群樁行為研究。淡江大學土木工程學系碩士班學位論文。2017。1-138。
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