Example of International Journal of Steel Structures format
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Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format
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Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format Example of International Journal of Steel Structures format
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open access Open Access

International Journal of Steel Structures — Template for authors

Publisher: Springer
Categories Rank Trend in last 3 yrs
Civil and Structural Engineering #191 of 318 down down by 24 ranks
journal-quality-icon Journal quality:
Medium
calendar-icon Last 4 years overview: 553 Published Papers | 1049 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 17/06/2020
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Related Journals

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Taylor and Francis

Quality:  
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CiteRatio: 5.4
SJR: 0.95
SNIP: 1.307
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Taylor and Francis

Quality:  
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CiteRatio: 4.8
SJR: 0.923
SNIP: 1.81
open access Open Access

Hindawi

Quality:  
High
CiteRatio: 5.0
SJR: 0.371
SNIP: 1.169

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.

0.878

1% from 2018

Impact factor for International Journal of Steel Structures from 2016 - 2019
Year Value
2019 0.878
2018 0.873
2017 0.734
2016 0.609
graph view Graph view
table view Table view

1.9

19% from 2019

CiteRatio for International Journal of Steel Structures from 2016 - 2020
Year Value
2020 1.9
2019 1.6
2018 1.3
2017 1.2
2016 1.1
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 1% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 19% 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.

0.458

20% from 2019

SJR for International Journal of Steel Structures from 2016 - 2020
Year Value
2020 0.458
2019 0.382
2018 0.445
2017 0.59
2016 0.572
graph view Graph view
table view Table view

0.868

8% from 2019

SNIP for International Journal of Steel Structures from 2016 - 2020
Year Value
2020 0.868
2019 0.807
2018 0.857
2017 1.061
2016 0.918
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has increased by 20% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 8% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

International Journal of Steel Structures

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Springer

International Journal of Steel Structures

The International Journal of Steel Structures (IJOSS) aims to provide an international forum for a broad classification of technical papers in steel structural research and its applications. The journal aims to reach not only researchers, but also practicing engineers who will...... Read More

Engineering

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Last updated on
16 Jun 2020
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ISSN
1598-2351
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Impact Factor
Medium - 0.917
i
Open Access
No
i
Sherpa RoMEO Archiving Policy
Green faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
i
Bibliography Name
SPBASIC
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Citation Type
Author Year
(Blonder et al., 1982)
i
Bibliography Example
Blonder, G. E., M. Tinkham, and T. M. Klapwijk (1982). Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion. Phys. Rev. B 25(7), 4515–4532.

Top papers written in this journal

open accessOpen access Journal Article
Research and Application of Buckling-Restrained Braced Frames

Abstract:

After the 1994 Northridge and 1995 Kobe earthquakes, buckling-restrained braced frames have emerged as one of the most promising structural systems to gain quick acceptance by the design profession. This paper provides a review of past research on this frame system at the component, subassemblage, and frame levels. Despite it... After the 1994 Northridge and 1995 Kobe earthquakes, buckling-restrained braced frames have emerged as one of the most promising structural systems to gain quick acceptance by the design profession. This paper provides a review of past research on this frame system at the component, subassemblage, and frame levels. Despite its excellent cyclic performance at the component (or brace) level, recent tests at the subassemblage and frame levels do show some potential problems in gusset design that require further research. Differences in design philosophy between Japan and the U.S. lead to the codification of this structural system for a simplified seismic design procedure in the U.S. read more read less

Topics:

Braced frame (66%)66% related to the paper, Structural system (50%)50% related to the paper, Seismic analysis (50%)50% related to the paper
113 Citations
Journal Article DOI: 10.1007/S13296-013-4010-1
Residual stress of 460 MPa high strength steel welded i section: Experimental investigation and modeling
Huiyong Ban1, Huiyong Ban2, Gang Shi2, Yu Bai3, Yongjiu Shi2, Yuanqing Wang2

Abstract:

A reliable estimation of residual stress within steel sections is important in steel structural design and construction, especially for high strength steel which has been increasingly used in recent years. An experimental investigation was conducted in this paper to quantify the residual stresses in 460 MPa steel welded I sec... A reliable estimation of residual stress within steel sections is important in steel structural design and construction, especially for high strength steel which has been increasingly used in recent years. An experimental investigation was conducted in this paper to quantify the residual stresses in 460 MPa steel welded I sections using sectioning method. The magnitude and distribution of both compressive and tensile residual stresses were obtained based on 1972 sets of original data measured from eight different sections. The effects of width-thickness ratios of the flange and web, steel plate thickness, weld type and interaction of the flange and web were investigated. It was found that the compressive residual stress magnitude was largely related to the sectional dimension, while no direct correlation was found with the weld type and size for tensile ones. No residual stress interaction between the flange and web was identified because of the stress equilibrium within each individual part. In addition, a distribution model was proposed in this paper and well described the experimental results, which can be used to investigate and design the buckling behavior of 460 MPa high strength steel members. read more read less

Topics:

Residual stress (61%)61% related to the paper, Flange (58%)58% related to the paper, Ultimate tensile strength (55%)55% related to the paper
84 Citations
Journal Article DOI: 10.1007/S13296-012-3003-9
Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art
Jun He1, Jun He2, Yuqing Liu1, Airong Chen1, Teruhiko Yoda2

Abstract:

The composite bridges with corrugated steel webs have excellent properties, such as lightness of girders, efficiency of introducing prestress forces, short construction period, optimum force distribution, good seismic performance, and aesthetics appearance etc., which have greatly promoted the application of such bridges. The... The composite bridges with corrugated steel webs have excellent properties, such as lightness of girders, efficiency of introducing prestress forces, short construction period, optimum force distribution, good seismic performance, and aesthetics appearance etc., which have greatly promoted the application of such bridges. The objective of this paper is to provide and summarize important references related to the analysis, design and construction of composite bridges with corrugated steel webs. Subjects discussed in this review include (1) structural configuration and application; (2) shear behavior; (3) bending behavior; (4) torsional behavior; (5) patch loading resistance; (6) dynamic behavior; (7) long-term behaviors including fatigue and creep; (8) component connections; (9) analysis method and theory; (10) new concept application. The literature survey presented herein mainly focuses on papers written in English, Japanese, German and Chinese in relation to composite bridges with corrugated steel webs. read more read less

Topics:

Literature survey (52%)52% related to the paper, Girder (51%)51% related to the paper
80 Citations
Journal Article DOI: 10.1007/S13296-011-4006-7
Behavior of steel plate shear wall connected to frame beams only
Lanhui Guo1, Qin Rong1, Xinbo Ma, Sumei Zhang1

Abstract:

This paper presents the study of steel plate shear walls which are connected to frame beams only. As the shear walls are not connected to frame columns, the premature failure overall buckling or local buckling of frame columns can be prevented. In fact, most of both structural design engineers and architects prefer this kind ... This paper presents the study of steel plate shear walls which are connected to frame beams only. As the shear walls are not connected to frame columns, the premature failure overall buckling or local buckling of frame columns can be prevented. In fact, most of both structural design engineers and architects prefer this kind of steel plate shear walls because the dimension of their opening space is relatively flexible by using several steel plates with small span-to-height ratio placed parallel to each other. In this paper, two steel plate shear walls were fabricated and tested. The influence of stiffeners on the hysteretic behavior of this kind of member was studied. The experimental results showed that this kind of specimen had good ductility and energy dissipation capacity. The energy dissipation capacity of specimen with stiffeners was larger than that of the specimens without stiffeners. Meanwhile, the finite element method was applied to analyze the behavior of steel plate shear walls, whose results were validated by comparing with the corresponding experimental results. Analytical results showed that the free edges deformed with evident out-of-plane deformation and should be constrained by stiffeners to meet the design requirements. The energy dissipation capacity is much better for steel plate shear walls with lower height-to-thickness ratio and larger span-to-height ratio. At last, the skeleton curve of steel plate shear wall was proposed for calculating the elastic rigidity and load-carrying capacity. read more read less

Topics:

Steel plate shear wall (73%)73% related to the paper, Shear wall (60%)60% related to the paper, Deformation (engineering) (52%)52% related to the paper, Buckling (50%)50% related to the paper
79 Citations
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International Journal of Steel Structures format uses SPBASIC citation style.

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5. Can I use a manuscript in International Journal of Steel Structures that I have written in MS Word?

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12. Is International Journal of Steel Structures'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 International Journal of Steel Structures?

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 International Journal of Steel Structures. 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 International Journal of Steel Structures?

The 5 most common citation types in order of usage for International Journal of Steel Structures 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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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 International Journal of Steel Structures Endnote style according to Elsevier guidelines.

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