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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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Times Cited : (2)

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What is "Preprint"?

In order to provide readers the forefront academic information, after articles are accepted to publish in the journal, we publish them in network before they're printed. Those "on-line first articles" are called the "preprint articles". The preprint articles do not have volume No., page No., publication date, but can be identified by the DOI number. 「 http://dx.doi.org/ 」 Link to the latest version of the article.

How to cite Preprint Articles?

Please use the online publication date and the DOI number of the preprint article to cite the literature.

Cited example (may vary with different formats you cited):

Author name. Article name. Journal name. YYYY/MM/DD online publish in advance.

doi:DOI Number

Publisher

National Taiwan University

Taiwan

國立臺灣大學 Publishing 』

台大_NTU
2012年
Total20Pages
Most Recently Published/Page #
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1

應用修正有限配點法產生邊界符合正交網格

郭穎彰

網格轉換複變映射理論保角映射理論超矩形正交性柯西黎曼條件拉普拉斯方程式無網格法修正有限配點法局部多項式近似grid generationcomplex mapping theoremconformal mapping theoremorthogonalCauchy-Riemann conditionLaplace equationmeshlessmodified finite point methodlocal polynomial approximation

10.6342/NTU.2012.03264 DOI

Abstract | Reference(21) | Times Cited(4) Download Download PDF Add to Cart Add to Cart Track Track

2

營建承包商精實分包採購流程之改善方法

吳青龍

精實分包採購程序精實規劃模型七大浪費專案成本Lean subcontracting procurement processLean planning modelSeven types of wasteProject cost

10.6342/NTU.2012.03260 DOI

Abstract | Reference(241) | Times Cited(1) Download Download PDF Add to Cart Add to Cart Track Track

3

以分離元素法探討孔隙材料之水力-力學耦合行為

葉孟維

分離元素法水力-力學耦合PFCDEMhydro-mechanicsPFC.

10.6342/NTU.2012.03188 DOI

Abstract | Reference(28) Download Download PDF Add to Cart Add to Cart Track Track

4

低矮型鋼筋混凝土牆之鋼筋配置暨補強研究

吳炳昀

低矮型剪力牆剪力鋼筋對角剪力破壞界面滑移破壞補強植筋RC Squat wallShear reinforcementDiagonal shear failureInterface sliding failureRetrofittingPlanting reinforcement

10.6342/NTU.2012.03244 DOI

Abstract | Reference(26) | Times Cited(5) Download Download PDF Add to Cart Add to Cart Track Track

5

以臨界向量為下降方向解代數方程式之全局最佳演算法

徐佳柔

最速下降法純量同倫光錐代數方程式全局最佳演算法牛頓法共軛梯度法OIA/ODValgebraic equationsSteepest Descent methodscalar homotopy methodlight coneGlobally Optimal Iterative Algorithm (GOIA)Newton’s method

10.6342/NTU.2012.02851 DOI

Abstract | Reference(33) Download Download PDF Add to Cart Add to Cart Track Track

6

降雨引致基質吸力變化對紅土台地異質性邊坡穩定性之影響

鄭斯元

紅土礫石降雨入滲未飽和土壤異質性基質吸力浸潤區GeoStudiolaterite gravelinfiltrationunsaturated soilheterogeneitymatric suctionwetting zoneGeoStudio

10.6342/NTU.2012.02490 DOI

Abstract | Reference(79) | Times Cited(6) Download Download PDF Add to Cart Add to Cart Track Track

7

高低平坦儀誤差來源及其驗證方法

李偲瑞

高低平坦儀CNS15371慣性式剖面儀驗證方法交叉比對相關性重現性準確性分級門檻值high and low flat instrumentCNS15371inertial profilerauthentication methodcross correlationreproducibilityaccuracyclassification threshold

10.6342/NTU.2012.02436 DOI

Abstract | Reference(16) Download Download PDF Add to Cart Add to Cart Track Track

8

應用相位控制於被動及半主動調諧質塊阻尼器之耐震設計

顧丁與

調諧質塊阻尼器基底振動最佳化設計相位控制原理半主動控制tuned mass damperbase vibrationoptimal designprinciple of phase controlsemi-active control

10.6342/NTU.2012.02285 DOI

Abstract | Reference(55) Download Download PDF Add to Cart Add to Cart Track Track

9

在簡單應力狀態下探討具空間變異性土壤的整體剪力強度

高炳勳

隨機場空間變異性剪力強度關聯性長度有限元素分析random fieldspatial variabilityshear strengthscale of fluctuationfinite element analysis

10.6342/NTU.2012.02263 DOI

Abstract | Reference(18) | Times Cited(1) Download Download PDF Add to Cart Add to Cart Track Track

10

利用基本解法產生符合邊界的二維正交網格

李楊弘

網格轉換柯西里曼條件拉普拉斯方程式無網格法基本解法複變映射理論符合邊界正交網格grid generationCauchy-Riemann conditionLaplace equationMeshless methodMethod of fundamental solutionsBoundary-fitted orthogonal grids

10.6342/NTU.2012.01358 DOI

Abstract | Reference(13) | Times Cited(1) Download Download PDF Add to Cart Add to Cart Track Track

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2012年
Total 20 Pages

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