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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) )
AND、OR、NOT

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

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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 ( 20 ) 〈TOP〉
  1. 1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, Mich., 2014, 520 pp.
    連結:
  2. 2. 蔡仁傑,「鋼筋混凝土開孔牆之側力位移曲線預測」,碩士論文,國立台灣大學,土木工程學系,台北,民國104年7月,181頁。
    連結:
  3. 4. Ono, M., and Tokuhiro, I., “A proposal of Reducing Rate for Strength Due to Opening Effect of Reinforced Concrete Framed Shear Walls,” Journal of Struc. Constr. Engng., AIJ, No. 453, May 1992, pp. 119-129.
    連結:
  4. 5. Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 96, No. 5, September-October 1999, pp. 846-858.
    連結:
  5. 6. Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 97, No. 1, January-February 2000, pp. 35-44.
    連結:
Times Cited (5) 〈TOP〉
  1. 林毅恩(2017)。非對稱開口鋼筋混凝土牆補強之試驗研究與分析。臺灣大學土木工程學研究所學位論文。2017。1-393。 
  2. 吳怡謙(2017)。高強度鋼筋混凝土開孔剪力牆裂縫控制之研究。臺灣大學土木工程學研究所學位論文。2017。1-164。 
  3. 葉柔伶(2017)。開孔鋼筋混凝土剪力牆耐震能力提升之研究。臺灣大學土木工程學研究所學位論文。2017。1-162。 
  4. 周欣沛(2017)。含邊界柱之鋼筋混凝土剪力牆側力位移曲線預測模型。臺灣大學土木工程學研究所學位論文。2017。1-179。 
  5. 黃銘弘(2016)。高強度鋼筋混凝土開孔牆之震損控制研究。臺灣大學土木工程學研究所學位論文。2016。1-119。 
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