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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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ACI:

Data Source: Academic Citation Index (ACI)
As Taiwan's largest Citation Index, we currently have on record all Humanities, and Sociology journals that were published in Taiwan. The number of periodicals that are published on a regular basis total around 400 different types. If periodicals that were added to the collection but then halted are counted as well, the number of periodicals total over 500 types. Every year we announce the recorded periodicals' impact factor, etc. to the public, and allow scholars utilize our materials to carry out academic research for free.

Impact Factor: The statistic indicating the average number of times a journal's articles published in the past two years have been cited in the counting year.
Formula: (Number of cites in counting year to articles published in the span of two years ) ÷ (Number of articles published in the span of two years)
Example: The impact factor in 2010 (determined in 2011)
In 2009, Journal A published 15 articles, and these 15 articles were cited 20 times in 2010.
In 2008, Journal A published 16 articles, and these 16 articles were cited 30 times in 2010.
→ →2010's Impact Factor = (20+30) ÷ (15+16) = 1.61 =(20+30)÷(15+16)≒1.61

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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

Abstract

Abstract

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Chinese/English Abstract :

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Times Cited :

1001-5485, Monthly Periodical,Regular Release

Index Collection: : PKU-北大 , CSTPCD

Title Changes List
All Volumes
Basic Information

Language : Simplified Chinese

Available From: : 1999年 01 期

Engineering> Hydraulic Engineering

Publisher

长江科学院

China:湖北

长江科学院 Publishing 』

水利部
2017年 02期
Total3Pages
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1

低荷载水平下土工格栅加速蠕变试验

向前勇华中科技大学 土木工程与力学学院向前勇刘华北汪磊张垭华中科技大学 土木工程与力学学院,武汉,430074

土工格栅加速蠕变低荷载水平时温叠加法长期蠕变特性材料基本性质geogridaccelerated creepsmall load leveltime-temperature superpositionlong-term creep property

Abstract Track Track

2

高分子抗裂贴拉伸强度特性试验研究

孙慧长江科学院 水利部岩土力学与工程重点实验室孙慧刘军童军长江科学院 水利部岩土力学与工程重点实验室,武汉,430010

抗裂贴拉伸特性表层土工织物拉伸强度夹持标距材料基本性质anti-crack pastetensile propertiessurface fabrictensile strengthclamping distance

Abstract Track Track

3

GC L常见问题分析

谢世平天津中联格林科技发展有限公司谢世平何顺辉张健天津中联格林科技发展有限公司,天津,301617

GCL天然膨润土圆织编织布粉状膨润土平整度材料基本性质GCLnatural bentonitecircular geo-wovenpowdered bentoniteflatness

Abstract Track Track

4

土工格栅户外老化试验初步研究

童军长江科学院 水利部岩土力学与工程重点实验室童军丁金华胡波孙慧长江科学院 水利部岩土力学与工程重点实验室,武汉,430010

土工格栅HDPE光氧户外试验老化性能拉伸强度材料基本性质geogridHDPEphoto-oxidationoutdoor testaging propertytensile strength

Abstract Track Track

5

塑料排水板弯曲通水量对比试验研究

王婧中交四航工程研究院有限公司王婧苏林王李涛中交四航工程研究院有限公司,广州 510230 中交交通基础工程环保与安全重点实验室,广州 510230

塑料排水板弯折形式通水量对比试验损失系数材料基本性质prefabricated vertical drainbending formflow capacitycomparative testloss coefficient

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6

筋-土剪切带的研究现状与展望

梁程同济大学 岩土及地下工程教育部重点实验室梁程徐超同济大学 岩土及地下工程教育部重点实验室,上海 200092 同济大学 地下建筑与工程系,上海 200092

土工合成材料加筋土复合体剪切带加筋间距力学特性加筋机理及加筋土结构geosyntheticscomposite reinforced soilshear bandreinforcement spacingmechanics characteristics

Abstract Track Track

7

新型多功能土-土工合成材料试验机在筋土相互作用研究中的应用

丁金华长江科学院 水利部岩土力学与工程重点实验室丁金华童军刘军长江科学院 水利部岩土力学与工程重点实验室,武汉,430010

土-土工合成材料试验机伺服控制筋土界面相互作用拉拔试验侧限约束拉伸试验侧限约束蠕变试验加筋机理及加筋土结构soil-geosynthetics testing machineservo controlinteraction of soil-geosyntheticspull-out testcon-fined tension testconfined creep test

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8

高填方涵洞加筋减载的数值模拟

马强湖北工业大学 土木工程与建筑学院马强肖衡林李丽华湖北工业大学 土木工程与建筑学院,武汉,430068

高填方涵洞加筋减载土压力格栅数值模拟加筋机理及加筋土结构culvert with high fillload reduction by reinforcementearth pressuregeogridnumerical simulation

Abstract Track Track

9

土工格栅与砂垫层界面力学特性试验研究

张骏上海大学 土木工程系张骏林永亮张波上海大学 土木工程系,上海,200072上海市建工设计研究院有限公司,上海,200050

土工格栅拉拔试验加筋砂垫层横肋间距筋土界面参数加筋机理及加筋土结构geogridpullout testreinforced sand cushionspacing between transverse ribsparameters of geogrid-soil interface

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10

双根无粘结预应力筋加筋体力学性能研究

杜运兴湖南大学 土木工程学院杜运兴周芬梁强湖南大学 土木工程学院,长沙,410082

无粘结预应力筋加筋体预拉力力学性能缩尺模型试验加筋机理及加筋土结构unbonded prestressed reinforcementreinforced bodypre-tensionmechanical propertyscale model test

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2017年 02期
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