Example of Structural Concrete format
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Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format Example of Structural Concrete format
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open access Open Access

Structural Concrete — Template for authors

Publisher: ICE Publishing
Categories Rank Trend in last 3 yrs
Building and Construction #45 of 185 down down by 1 rank
Civil and Structural Engineering #91 of 318 down down by 5 ranks
Mechanics of Materials #126 of 377 -
Materials Science (all) #176 of 455 up up by 17 ranks
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 607 Published Papers | 2312 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 10/06/2020
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Related Journals

open access Open Access

ICE Publishing

Quality:  
High
CiteRatio: 3.9
SJR: 0.901
SNIP: 1.11
open access Open Access

Elsevier

Quality:  
High
CiteRatio: 4.4
SJR: 0.681
SNIP: 0.954
open access Open Access

Elsevier

Quality:  
High
CiteRatio: 5.8
SJR: 1.438
SNIP: 1.958

Journal Performance & Insights

Impact Factor

CiteRatio

Determines the importance of a journal by taking a measure of frequency with which the average article in a journal has been cited in a particular year.

A measure of average citations received per peer-reviewed paper published in the journal.

2.174

15% from 2018

Impact factor for Structural Concrete from 2016 - 2019
Year Value
2019 2.174
2018 1.885
2017 1.384
2016 1.424
graph view Graph view
table view Table view

3.8

12% from 2019

CiteRatio for Structural Concrete from 2016 - 2020
Year Value
2020 3.8
2019 3.4
2018 2.6
2017 2.6
2016 2.6
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 15% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 12% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

Measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

Measures actual citations received relative to citations expected for the journal's category.

0.912

3% from 2019

SJR for Structural Concrete from 2016 - 2020
Year Value
2020 0.912
2019 0.883
2018 0.918
2017 1.031
2016 0.99
graph view Graph view
table view Table view

1.459

0% from 2019

SNIP for Structural Concrete from 2016 - 2020
Year Value
2020 1.459
2019 1.453
2018 1.811
2017 1.49
2016 1.661
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has increased by 3% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 0% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Structural Concrete

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ICE Publishing

Structural Concrete

Structural Concrete, the official journal of the fib, provides conceptual and procedural guidance in the field of concrete construction, and features peer-reviewed papers, keynote research and industry news covering all aspects of the design, construction, performance in servi...... Read More

Engineering

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Last updated on
10 Jun 2020
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ISSN
1464-4177
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Impact Factor
High - 1.426
i
Open Access
Yes
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Sherpa RoMEO Archiving Policy
White faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Bibliography Name
ICE Citation (Geotech)
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Citation Type
Numbered
[25]
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Bibliography Example
Beenakker, C.W.J. (2006) Specular andreev reflection in graphene.Phys. Rev. Lett., 97 (6), 067 007. URL 10.1103/PhysRevLett.97.067007.

Top papers written in this journal

open accessOpen access Journal Article DOI: 10.1680/STCO.2000.1.1.3
Self-compacting concrete
H. Okamura, K. Ozawa, M. Ouchi
01 Mar 2000 - Structural Concrete

Abstract:

Self-compacting concrete was first developed 1988 in order to achieve durable concrete structures. Since then, various investigations have been carried out, and the concrete has been used in practical structures in Japan, mainly by large construction companies. Investigations for establishing a rational mix design method and ... Self-compacting concrete was first developed 1988 in order to achieve durable concrete structures. Since then, various investigations have been carried out, and the concrete has been used in practical structures in Japan, mainly by large construction companies. Investigations for establishing a rational mix design method and self-compactability testing methods have been carried out from the viewpoint of making it a standard concrete. In addition to Japan, investigations have been started in many countries, and it has been applied to practical structures especially in Canada, Sweden, The Netherlands, Thailand and Taiwan. Recommendations and manuals for self-compacting concrete have also been published in Japan. In this article, the current condition of self-compacting concrete is summarized based on reports given at the International Workshop on Self-compacting Concrete, Kochi, Japan, in 1998. read more read less
View PDF
195 Citations
Journal Article DOI: 10.1002/SUCO.201300021
Fibre‐reinforced concrete in fib Model Code 2010: principles, models and test validation
Marco di Prisco1, Matteo Colombo1, Daniele Dozio2
01 Dec 2013 - Structural Concrete

Abstract:

In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as a new material for structures. This introduction will favour forthcoming structural applications because the need of adopting new design concepts and the lack of international building codes have significantly limited its use ... In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as a new material for structures. This introduction will favour forthcoming structural applications because the need of adopting new design concepts and the lack of international building codes have significantly limited its use up to now. In the code, considerable effort has been devoted to introducing a material classification to standardize performance-based production and stimulate an open market for every kind of fibre, favouring the rise of a new technological player: the composite producer. Starting from standard classification, the simple constitutive models introduced allow the designer to identify effective constitutive laws for design, trying to take into account the major contribution in terms of performance and providing good orientation for structural uses. Basic new concepts such as structural characteristic length and new factors related to fibre distribution and structural redistribution benefits are taken into account. A few examples of structural design starting from the constitutive laws identified are briefly shown. FRC can be regarded as a special concrete characterized by a certain toughness after cracking. For this reason, the most important constitutive law introduced is the stress-crack opening response in uniaxial tension. A wide discussion of the constitutive models introduced to describe this behaviour, which controls all the main contributions of fibres for a prevailing mode I crack propagation, is proposed. The validity of the models is discussed with reference to ordinary cross-sections as well as thin-walled elements by adopting plane section or finite element models. read more read less

Topics:

Constitutive equation (51%)51% related to the paper
View PDF
158 Citations
Journal Article DOI: 10.1680/STCO.2005.6.2.53
Models for flexural cracking in concrete: the state of the art
01 Jun 2005 - Structural Concrete

Abstract:

Crack formation presents a complex mechanical and geometrical question to be modelled. The available crack width formulations are often based on simplifications. A rigorous formulation of crack widths should be based on the integration of strain differences of reinforcement and concrete between cracks, due to the accumulated ... Crack formation presents a complex mechanical and geometrical question to be modelled. The available crack width formulations are often based on simplifications. A rigorous formulation of crack widths should be based on the integration of strain differences of reinforcement and concrete between cracks, due to the accumulated slips. In this paper an extensive literature review on crack widths and crack spacing is presented. The basic intention of the present paper is to summarise the development of flexural crack models and collect the most relevant formulae for crack spacing and crack width. It reports not only the possible improvement of design or research equations but also the appearance of new types of reinforcements with different characteristics from those of steel reinforcements. This state-of-the-art Report is a contribution to the work of fib TG 4.1 ‘Serviceability Models’. read more read less

Topics:

Serviceability (structure) (51%)51% related to the paper
150 Citations
open accessOpen access Journal Article DOI: 10.1002/SUCO.201800047
Fillers to improve passing ability of concrete
M.H. Lai1, Lucija Hanzic2, Johnny Ching Ming Ho2
01 Feb 2019 - Structural Concrete

Abstract:

Concrete possessing high-passing ability needs to be flowable and cohesive. Hence, passing ability cannot be improved by solely adding superplasticizer, which increases both flowability and segregation of concrete simultaneously. Decreasing the maximum size of aggregates so that concrete segregates at lower cohesiveness is a ... Concrete possessing high-passing ability needs to be flowable and cohesive. Hence, passing ability cannot be improved by solely adding superplasticizer, which increases both flowability and segregation of concrete simultaneously. Decreasing the maximum size of aggregates so that concrete segregates at lower cohesiveness is a possible but undesirable way as it narrows the aggregates' grading and decrease dimensional stability of concrete. With the same maximum size of aggregates, passing ability can be improved by raising the concurrent flowability-segregation envelope of concrete. In this paper, fly ash and silica fume (cementitious fillers) and limestone (inert filler) were selected to replace cement partially and subsequently the passing ability of concrete was studied. From the results, it was evident that when either type of fillers were used, the passing ability and maximum limits of flowability and segregation achieved simultaneously increase. It is because these fillers are finer than cement that provides better filling effect to increase packing density and excess water leading to better flowability. Concurrently, the cohesiveness of concrete also increases as the content of fine particles increases. These allow concrete to hold the coarse aggregates more firmly when passing through narrow gaps, after which the concrete will keep flowing rapidly. read more read less

Topics:

Superplasticizer (62%)62% related to the paper, Silica fume (52%)52% related to the paper
View PDF
137 Citations
Journal Article DOI: 10.1002/SUCO.201100014
History and overview of fabric formwork: using fabrics for concrete casting
Diederik Veenendaal1, Mark West2, Philippe Block1
01 Sep 2011 - Structural Concrete

Abstract:

The concept of casting concrete in fabrics, fabric formwork technology, has resurfaced at various times and in different forms throughout the past century. The following paper traces developments that have used fabrics for concrete formwork, including different types of flexible formwork, controlled permeability formwork and ... The concept of casting concrete in fabrics, fabric formwork technology, has resurfaced at various times and in different forms throughout the past century. The following paper traces developments that have used fabrics for concrete formwork, including different types of flexible formwork, controlled permeability formwork and pneumatic formwork. This paper presents a comprehensive historical overview of fabric formwork, listing key innovators, technological developments and their advantages, and offering examples of structures built with these methods. The information gathered is used to present a taxonomy of these related formwork technologies as well as a formal definition of the term “fabric formwork” that encompasses them. The paper is intended to introduce readers to these technologies and offer readers already familiar with these methods additional historical background. read more read less

Topics:

Formwork (62%)62% related to the paper
View PDF
119 Citations
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Structural Concrete format uses ICE Citation (Geotech) citation style.

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Frequently asked questions

1. Can I write Structural Concrete in LaTeX?

Absolutely not! Our tool has been designed to help you focus on writing. You can write your entire paper as per the Structural Concrete guidelines and auto format it.

2. Do you follow the Structural Concrete guidelines?

Yes, the template is compliant with the Structural Concrete guidelines. Our experts at SciSpace ensure that. If there are any changes to the journal's guidelines, we'll change our algorithm accordingly.

3. Can I cite my article in multiple styles in Structural Concrete?

Of course! We support all the top citation styles, such as APA style, MLA style, Vancouver style, Harvard style, and Chicago style. For example, when you write your paper and hit autoformat, our system will automatically update your article as per the Structural Concrete citation style.

4. Can I use the Structural Concrete templates for free?

Sign up for our free trial, and you'll be able to use all our features for seven days. You'll see how helpful they are and how inexpensive they are compared to other options, Especially for Structural Concrete.

5. Can I use a manuscript in Structural Concrete that I have written in MS Word?

Yes. You can choose the right template, copy-paste the contents from the word document, and click on auto-format. Once you're done, you'll have a publish-ready paper Structural Concrete that you can download at the end.

6. How long does it usually take you to format my papers in Structural Concrete?

It only takes a matter of seconds to edit your manuscript. Besides that, our intuitive editor saves you from writing and formatting it in Structural Concrete.

7. Where can I find the template for the Structural Concrete?

It is possible to find the Word template for any journal on Google. However, why use a template when you can write your entire manuscript on SciSpace , auto format it as per Structural Concrete's guidelines and download the same in Word, PDF and LaTeX formats? Give us a try!.

8. Can I reformat my paper to fit the Structural Concrete's guidelines?

Of course! You can do this using our intuitive editor. It's very easy. If you need help, our support team is always ready to assist you.

9. Structural Concrete an online tool or is there a desktop version?

SciSpace's Structural Concrete is currently available as an online tool. We're developing a desktop version, too. You can request (or upvote) any features that you think would be helpful for you and other researchers in the "feature request" section of your account once you've signed up with us.

10. I cannot find my template in your gallery. Can you create it for me like Structural Concrete?

Sure. You can request any template and we'll have it setup within a few days. You can find the request box in Journal Gallery on the right side bar under the heading, "Couldn't find the format you were looking for like Structural Concrete?”

11. What is the output that I would get after using Structural Concrete?

After writing your paper autoformatting in Structural Concrete, you can download it in multiple formats, viz., PDF, Docx, and LaTeX.

12. Is Structural Concrete's impact factor high enough that I should try publishing my article there?

To be honest, the answer is no. The impact factor is one of the many elements that determine the quality of a journal. Few of these factors include review board, rejection rates, frequency of inclusion in indexes, and Eigenfactor. You need to assess all these factors before you make your final call.

13. What is Sherpa RoMEO Archiving Policy for Structural Concrete?

SHERPA/RoMEO Database

We extracted this data from Sherpa Romeo to help researchers understand the access level of this journal in accordance with the Sherpa Romeo Archiving Policy for Structural Concrete. The table below indicates the level of access a journal has as per Sherpa Romeo's archiving policy.

RoMEO Colour Archiving policy
Green Can archive pre-print and post-print or publisher's version/PDF
Blue Can archive post-print (ie final draft post-refereeing) or publisher's version/PDF
Yellow Can archive pre-print (ie pre-refereeing)
White Archiving not formally supported
FYI:
  1. Pre-prints as being the version of the paper before peer review and
  2. Post-prints as being the version of the paper after peer-review, with revisions having been made.

14. What are the most common citation types In Structural Concrete?

The 5 most common citation types in order of usage for Structural Concrete are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
5. Footnote

15. How do I submit my article to the Structural Concrete?

It is possible to find the Word template for any journal on Google. However, why use a template when you can write your entire manuscript on SciSpace , auto format it as per Structural Concrete's guidelines and download the same in Word, PDF and LaTeX formats? Give us a try!.

16. Can I download Structural Concrete in Endnote format?

Yes, SciSpace provides this functionality. After signing up, you would need to import your existing references from Word or Bib file to SciSpace. Then SciSpace would allow you to download your references in Structural Concrete Endnote style according to Elsevier guidelines.

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