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 ISSN: 14644177 e-ISSN: 17517648

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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FAQ

Journal Performance & Insights

  • Impact Factor
  • CiteRatio
  • SJR
  • SNIP

Impact factor 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.

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

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.

CiteRatio is a measure of average citations received per peer-reviewed paper published in the journal.

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

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

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

insights Insights

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

Source Normalized Impact per Paper (SNIP) measures actual citations received relative to citations expected for the journal's category.

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

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

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CiteRatio: 3.9 | SJR: 0.901 | SNIP: 1.11
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Elsevier

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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
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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]
i
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
159 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
134 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
131 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
102 Citations
Journal Article DOI: 10.1680/STCO.2010.11.2.93
Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars
01 Jun 2010 - Structural Concrete

Abstract:

A databank of cyclic or monotonic tests to flexure-controlled failure is used to develop/calibrate models for the curvature and the chord rotation of reinforced concrete members at flexure-controlled ultimate conditions – at a 20% post-ultimate strength drop in lateral force resistance – under monotonic or cyclic loading. Mod... A databank of cyclic or monotonic tests to flexure-controlled failure is used to develop/calibrate models for the curvature and the chord rotation of reinforced concrete members at flexure-controlled ultimate conditions – at a 20% post-ultimate strength drop in lateral force resistance – under monotonic or cyclic loading. Models are developed for beams, rectangular columns or walls and members of T-, H-, U- or hollow rectangular section, with or without detailing for earthquake resistance and with continuous longitudinal bars. The models employ simple, explicit expressions for practical application without moment–curvature analysis and are on the safe side for biaxial loading. They are extended to members with longitudinal bars lap-spliced in the plastic hinge region. read more read less

Topics:

Plastic hinge (55%)55% related to the paper
94 Citations
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Structural Concrete format uses ICE Citation (Geotech) citation style.

Automatically format and order your citations and bibliography in a click.

SciSpace allows imports from all reference managers like Mendeley, Zotero, Endnote, Google Scholar etc.

Frequently asked questions

Absolutely not! With our tool, you can freely write without having to focus on LaTeX. You can write your entire paper as per the Structural Concrete guidelines and autoformat it.

Yes. The template is fully compliant as per the guidelines of this journal. Our experts at SciSpace ensure that. Also, if there's any update in the journal format guidelines, we take care of it and include that in our algorithm.

Sure. We support all the top citation styles like APA style, MLA style, Vancouver style, Harvard style, Chicago style, etc. For example, in case of this journal, when you write your paper and hit autoformat, it will automatically update your article as per the Structural Concrete citation style.

You can avail our Free Trial for 7 days. I'm sure you'll find our features very helpful. Plus, it's quite inexpensive.

Yup. You can choose the right template, copy-paste the contents from the word doc and click on auto-format. You'll have a publish-ready paper that you can download at the end.

A matter of seconds. Besides that, our intuitive editor saves a load of your time in writing and formating your manuscript.

One little Google search can get you the Word template for any journal. However, why do you need a Word template when you can write your entire manuscript on SciSpace, autoformat it as per Structural Concrete's guidelines and download the same in Word, PDF and LaTeX formats? Try us out!.

Absolutely! You can do it using our intuitive editor. It's very easy. If you need help, you can always contact our support team.

SciSpace is an online tool for now. We'll soon release a desktop version. You can also request (or upvote) any feature that you think might be helpful for you and the research community in the feature request section once you sign-up with us.

Sure. You can request any template and we'll have it up and running within a matter of 3 working days. You can find the request box in the Journal Gallery on the right sidebar under the heading, "Couldn't find the format you were looking for?".

After you have written and autoformatted your paper, you can download it in multiple formats, viz., PDF, Docx and LaTeX.

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 those factors the review board, rejection rates, frequency of inclusion in indexes, Eigenfactor, etc. You must assess all the factors and then take the final call.

SHERPA/RoMEO Database

We have extracted this data from Sherpa Romeo to help our researchers understand the access level of this journal. The following table indicates the level of access a journal has as per Sherpa Romeo 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.

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

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

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After uploading your paper on SciSpace, you would see a button to request a journal submission service for Structural Concrete.

Each submission service is completed within 4 - 5 working days.

Yes. SciSpace provides this functionality.

After signing up, you would need to import your existing references from Word or .bib file.

SciSpace would allow download of your references in Structural Concrete Endnote style, according to ice-publishing guidelines.

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