Example of Soil Dynamics and Earthquake Engineering format
Recent searches

Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format
Sample paper formatted on SciSpace - SciSpace
This content is only for preview purposes. The original open access content can be found here.
Look Inside
Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format Example of Soil Dynamics and Earthquake Engineering format
Sample paper formatted on SciSpace - SciSpace
This content is only for preview purposes. The original open access content can be found here.
open access Open Access

Soil Dynamics and Earthquake Engineering — Template for authors

Publisher: Elsevier
Categories Rank Trend in last 3 yrs
Civil and Structural Engineering #48 of 318 up up by 8 ranks
Geotechnical Engineering and Engineering Geology #32 of 195 up up by 5 ranks
Soil Science #23 of 135 up up by 9 ranks
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 1626 Published Papers | 9231 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 02/07/2020
Related journals
Insights
General info
Top papers
Popular templates
Get started guide
Why choose from SciSpace
FAQ

Related Journals

open access Open Access

Taylor and Francis

Quality:  
High
CiteRatio: 5.4
SJR: 0.95
SNIP: 1.307
open access Open Access

NRC Research Press

Quality:  
High
CiteRatio: 6.1
SJR: 2.032
SNIP: 2.259
open access Open Access

Springer

Quality:  
High
CiteRatio: 6.1
SJR: 1.292
SNIP: 1.67

Journal Performance & Insights

CiteRatio

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

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

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.

5.7

27% from 2019

CiteRatio for Soil Dynamics and Earthquake Engineering from 2016 - 2020
Year Value
2020 5.7
2019 4.5
2018 3.9
2017 3.4
2016 3.3
graph view Graph view
table view Table view

1.444

21% from 2019

SJR for Soil Dynamics and Earthquake Engineering from 2016 - 2020
Year Value
2020 1.444
2019 1.194
2018 1.359
2017 1.075
2016 1.41
graph view Graph view
table view Table view

2.049

10% from 2019

SNIP for Soil Dynamics and Earthquake Engineering from 2016 - 2020
Year Value
2020 2.049
2019 1.867
2018 2.04
2017 1.899
2016 1.822
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 27% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

insights Insights

  • SJR of this journal has increased by 21% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

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

Soil Dynamics and Earthquake Engineering

Guideline source: View

All company, product and service names used in this website are for identification purposes only. All product names, trademarks and registered trademarks are property of their respective owners.

Use of these names, trademarks and brands does not imply endorsement or affiliation. Disclaimer Notice

Elsevier

Soil Dynamics and Earthquake Engineering

The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving probl...... Read More

Engineering

i
Last updated on
02 Jul 2020
i
ISSN
0267-7261
i
Impact Factor
High - 1.798
i
Acceptance Rate
Not provided
i
Frequency
Not provided
i
Open Access
Yes
i
Sherpa RoMEO Archiving Policy
Green faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
i
Bibliography Name
elsarticle-num
i
Citation Type
Numbered
[25]
i
Bibliography Example
G. E. Blonder, M. Tinkham, T. M. Klapwijk, Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion, Phys. Rev. B 25 (7) (1982) 4515–4532. URL 10.1103/PhysRevB.25.4515

Top papers written in this journal

Journal Article DOI: 10.1016/J.SOILDYN.2004.11.023
Semi-empirical procedures for evaluating liquefaction potential during earthquakes
Izzat M. Idriss1, Ross W. Boulanger1

Abstract:

Semi-empirical procedures for evaluating the liquefaction potential of saturated cohesionless soils during earthquakes are re-examined and revised relations for use in practice are recommended. The stress reduction factor ( r d ), earthquake magnitude scaling factor for cyclic stress ratios (MSF), overburden correction factor... Semi-empirical procedures for evaluating the liquefaction potential of saturated cohesionless soils during earthquakes are re-examined and revised relations for use in practice are recommended. The stress reduction factor ( r d ), earthquake magnitude scaling factor for cyclic stress ratios (MSF), overburden correction factor for cyclic stress ratios ( K σ ), and the overburden normalization factor for penetration resistances ( C N ) are discussed and recently modified relations are presented. These modified relations are used in re-evaluations of the SPT and CPT case history databases. Based on these re-evaluations, revised SPT- and CPT-based liquefaction correlations are recommended for use in practice. In addition, shear wave velocity based procedures are briefly discussed. read more read less

Topics:

Liquefaction (54%)54% related to the paper
651 Citations
Journal Article DOI: 10.1016/J.SOILDYN.2004.05.001
Characterization of forward-directivity ground motions in the near-fault region
Jonathan D. Bray1, Adrian Rodriguez-Marek2

Abstract:

Ground motions close to a ruptured fault resulting from forward-directivity are significantly different than other ground motions These pulse-type motions can place severe demands on structures in the near-fault region To aid in the characterization of these special type of ground motions, a simplified parameterization is pro... Ground motions close to a ruptured fault resulting from forward-directivity are significantly different than other ground motions These pulse-type motions can place severe demands on structures in the near-fault region To aid in the characterization of these special type of ground motions, a simplified parameterization is proposed based on a representative amplitude, pulse period, and number of significant pulses in the velocity–time history Empirical relationships were developed for estimating the peak ground velocity (PGV) and period of the velocity pulse (Tv) of available forward-directivity motions PGV in the near-fault region varies significantly with magnitude and distance Additionally, the PGV for soil sites are systematically larger than those at rocks sites Tv is a function of moment magnitude and site conditions with most of the energy being concentrated within a narrow-period band centered on the pulse period Hence, lower magnitude events, which produce lower pulse periods, might produce more damaging ground motions for the stiff structures more common in urban areas read more read less

Topics:

Moment magnitude scale (50%)50% related to the paper, Magnitude (mathematics) (50%)50% related to the paper
575 Citations
Journal Article DOI: 10.1016/J.SOILDYN.2004.10.007
Processing of strong-motion accelerograms: needs, options and consequences
David M. Boore1, Julian J. Bommer2

Abstract:

Recordings from strong-motion accelerographs are of fundamental importance in earthquake engineering, forming the basis for all characterizations of ground shaking employed for seismic design. The recordings, particularly those from analog instruments, invariably contain noise that can mask and distort the ground-motion signa... Recordings from strong-motion accelerographs are of fundamental importance in earthquake engineering, forming the basis for all characterizations of ground shaking employed for seismic design. The recordings, particularly those from analog instruments, invariably contain noise that can mask and distort the ground-motion signal at both high and low frequencies. For any application of recorded accelerograms in engineering seismology or earthquake engineering, it is important to identify the presence of this noise in the digitized time-history and its influence on the parameters that are to be derived from the records. If the parameters of interest are affected by noise then appropriate processing needs to be applied to the records, although it must be accepted from the outset that it is generally not possible to recover the actual ground motion over a wide range of frequencies. There are many schemes available for processing strong-motion data and it is important to be aware of the merits and pitfalls associated with each option. Equally important is to appreciate the effects of the procedures on the records in order to avoid errors in the interpretation and use of the results. Options for processing strong-motion accelerograms are presented, discussed and evaluated from the perspective of engineering application. read more read less

Topics:

Earthquake engineering (53%)53% related to the paper, Noise (signal processing) (51%)51% related to the paper
View PDF
567 Citations
Journal Article DOI: 10.1016/0267-7261(86)90006-0
Aseismic base isolation: review and bibliography
James M. Kelly1

Abstract:

The idea that a building can be uncoupled from the damaging effects of the ground movement produced by a strong earthquake has appealed to inventors and engineers for more than a century. Many ingenious devices have been proposed to achieve this result, but very few have been tried and the concept now generally referred to as... The idea that a building can be uncoupled from the damaging effects of the ground movement produced by a strong earthquake has appealed to inventors and engineers for more than a century. Many ingenious devices have been proposed to achieve this result, but very few have been tried and the concept now generally referred to as base isolation or seismic isolation has yet to become acceptable to the engineering profession as a whole. Although most of the proposed systems are unacceptably complicated, in recent years a few practical systems have emerged and have been implemented. While some of these systems have been tested on large-scale shaking tables, none has to date been tested as built by a strong earth tremor. The shake testing and related static testing of full-scale components such as isolation bearings, however, has led to a certain degree of acceptance by the profession and it is possible that the number of practical implementations of base isolation will increase quite dramatically in the next few years. This review summarizes much of the literature on theoretical aspects of seismic isolation, describes testing programmes and enumerates those isolation systems which have been used in buildings completed or under construction. It describes the characteristics of the various implemented systems with an indication of their range of applicability and some assessment of their development as backed by research. A bibliography of all papers published on the topic from 1900 to 1984 is included. The bibliography is as complete as possible, but, due to the rapid increase in research interest in the topic in the past few years, there may be a substantial degree of omission in the later years. read more read less
558 Citations
Journal Article DOI: 10.1016/S0267-7261(99)00012-3
Earthquake-induced landslides: 1980–1997
Carlos E Rodriguez1, Julian J. Bommer2, R.J Chandler2

Abstract:

A database of earthquake-induced landslides has been compiled which extends the work of Keefer (Keefer DK. Landslides caused by earthquakes. Bulletin of the Geological Society of America 1984;95:406–421) who covered the period 1811–1980 to 1997. A total of 36 earthquakes world-wide are included, the new database having about ... A database of earthquake-induced landslides has been compiled which extends the work of Keefer (Keefer DK. Landslides caused by earthquakes. Bulletin of the Geological Society of America 1984;95:406–421) who covered the period 1811–1980 to 1997. A total of 36 earthquakes world-wide are included, the new database having about the same number of earthquakes as reported by Keefer. Correlations evolving from the new database are compared with those of Keefer. Generally the results are very similar, though the presence of extreme outliers in some of the correlations emphasises the need to be aware of special cases, particularly those involving quick clay landslides. Seismological features, including multiple earthquakes and simultaneous arrival of different phases of seismic waves, also influence the outliers. The correlations between earthquake magnitude and total landslide area, however, differ somewhat from Keefer's. For the intermediate magnitude range 5.3–7.0, a modified correlation is suggested. The scatter of the data from which the correlations are derived is greater than found by Keefer. This is ascribed to the different geographic locations of the earthquakes in the two data sets. read more read less

Topics:

Seismic wave (51%)51% related to the paper
414 Citations
Author Pic

SciSpace is a very innovative solution to the formatting problem and existing providers, such as Mendeley or Word did not really evolve in recent years.

- Andreas Frutiger, Researcher, ETH Zurich, Institute for Biomedical Engineering

Get MS-Word and LaTeX output to any Journal within seconds
1
Choose a template
Select a template from a library of 40,000+ templates
2
Import a MS-Word file or start fresh
It takes only few seconds to import
3
View and edit your final output
SciSpace will automatically format your output to meet journal guidelines
4
Submit directly or Download
Submit to journal directly or Download in PDF, MS Word or LaTeX

(Before submission check for plagiarism via Turnitin)

clock Less than 3 minutes

What to expect from SciSpace?

Speed and accuracy over MS Word

''

With SciSpace, you do not need a word template for Soil Dynamics and Earthquake Engineering.

It automatically formats your research paper to Elsevier formatting guidelines and citation style.

You can download a submission ready research paper in pdf, LaTeX and docx formats.

Time comparison

Time taken to format a paper and Compliance with guidelines

Plagiarism Reports via Turnitin

SciSpace has partnered with Turnitin, the leading provider of Plagiarism Check software.

Using this service, researchers can compare submissions against more than 170 million scholarly articles, a database of 70+ billion current and archived web pages. How Turnitin Integration works?

Turnitin Stats
Publisher Logos

Freedom from formatting guidelines

One editor, 100K journal formats – world's largest collection of journal templates

With such a huge verified library, what you need is already there.

publisher-logos

Easy support from all your favorite tools

Soil Dynamics and Earthquake Engineering format uses elsarticle-num 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

1. Can I write Soil Dynamics and Earthquake Engineering in LaTeX?

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

2. Do you follow the Soil Dynamics and Earthquake Engineering guidelines?

Yes, the template is compliant with the Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering?

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 Soil Dynamics and Earthquake Engineering citation style.

4. Can I use the Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering.

5. Can I use a manuscript in Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering that you can download at the end.

6. How long does it usually take you to format my papers in Soil Dynamics and Earthquake Engineering?

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

7. Where can I find the template for the Soil Dynamics and Earthquake Engineering?

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 Soil Dynamics and Earthquake Engineering'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 Soil Dynamics and Earthquake Engineering'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. Soil Dynamics and Earthquake Engineering an online tool or is there a desktop version?

SciSpace's Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering?

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 Soil Dynamics and Earthquake Engineering?”

11. What is the output that I would get after using Soil Dynamics and Earthquake Engineering?

After writing your paper autoformatting in Soil Dynamics and Earthquake Engineering, you can download it in multiple formats, viz., PDF, Docx, and LaTeX.

12. Is Soil Dynamics and Earthquake Engineering'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 Soil Dynamics and Earthquake Engineering?

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 Soil Dynamics and Earthquake Engineering. 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 Soil Dynamics and Earthquake Engineering?

The 5 most common citation types in order of usage for Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering?

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 Soil Dynamics and Earthquake Engineering's guidelines and download the same in Word, PDF and LaTeX formats? Give us a try!.

16. Can I download Soil Dynamics and Earthquake Engineering 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 Soil Dynamics and Earthquake Engineering Endnote style according to Elsevier guidelines.

Fast and reliable,
built for complaince.

Instant formatting to 100% publisher guidelines on - SciSpace.

Available only on desktops 🖥

No word template required

Typset automatically formats your research paper to Soil Dynamics and Earthquake Engineering formatting guidelines and citation style.

Verifed journal formats

One editor, 100K journal formats.
With the largest collection of verified journal formats, what you need is already there.

Trusted by academicians

I spent hours with MS word for reformatting. It was frustrating - plain and simple. With SciSpace, I can draft my manuscripts and once it is finished I can just submit. In case, I have to submit to another journal it is really just a button click instead of an afternoon of reformatting.

Andreas Frutiger
Researcher & Ex MS Word user
Use this template