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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〉
Parallel Abstract 〈TOP〉
Reference ( 17 ) 〈TOP〉
  1. 5. 汪向榮,中間樓層隔震建築之耐震行為分析與試驗研究,國立台灣大學土木工程學研究所博士論文,張國鎮教授指導,民國九十九年一月。
  2. 6. 林孟慧,中間樓層隔震結構之模態耦合效應研究,國立台灣大學土木工程學研究所碩士論文,張國鎮教授指導,民國九十七年六月。
  3. 7. Den Hartog, J. P., Mechanical Vibrations, 4th edition, McGraw-Hill, New York, 1956.
  4. 10. Hsiang-Chuan Tsai and Guan-Cheng Lin, Optimum Tuned-Mass Dampers for Minimizing Steady-State Response of Support-Excited and Damped Systems, Journal of Earthquake Engineering and Structural Dynamics, Vol. 23, 957-973, 1993.
  5. 11. Sadek, F., Mohraz, B., Taylor, A. W., and Chung, R. M., A method of estimating the parameters of tuned mass dampers for seismic applications, Earthquake Eng. Struct. dyn. 26(6), 617-637, 1997.
Times Cited (5) 〈TOP〉
  1. 劉郁芳(2018)。半主動自體調諧質量阻尼系統耐震行為與試驗研究。臺灣大學土木工程學研究所學位論文。2018。1-170。 
  2. 陳培榮(2016)。自體調諧質量阻尼系統動力反應最佳化於實務案例之可行性研究。臺灣大學土木工程學研究所學位論文。2016。1-194。 
  3. 郭仕璞(2015)。自體調諧質量阻尼器動力反應最佳化之振動台試驗研究。臺灣大學土木工程學研究所學位論文。2015。1-228。 
  4. 莊幃竹(2014)。自體調諧質量阻尼器動力反應最佳化之可行性研究。臺灣大學土木工程學研究所學位論文。2014。1-158。 
  5. 李柏翰(2013)。自體調諧質量阻尼系統耐震行為與試驗研究。臺灣大學土木工程學研究所學位論文。2013。1-234。 
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