Example of Earthquake Engineering and Engineering Vibration format
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Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format
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Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format Example of Earthquake Engineering and Engineering Vibration format
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open access Open Access

Earthquake Engineering and Engineering Vibration — Template for authors

Publisher: Springer
Categories Rank Trend in last 3 yrs
Building and Construction #56 of 185 up up by 25 ranks
Geotechnical Engineering and Engineering Geology #62 of 195 up up by 23 ranks
Mechanical Engineering #204 of 596 up up by 86 ranks
Civil and Structural Engineering #117 of 318 up up by 33 ranks
journal-quality-icon Journal quality:
Good
calendar-icon Last 4 years overview: 245 Published Papers | 808 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 26/10/2023
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Related Journals

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SJR: 1.292
SNIP: 1.67
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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.

1.642

56% from 2018

Impact factor for Earthquake Engineering and Engineering Vibration from 2016 - 2019
Year Value
2019 1.642
2018 1.05
2017 0.847
2016 0.706
graph view Graph view
table view Table view

3.3

57% from 2019

CiteRatio for Earthquake Engineering and Engineering Vibration from 2016 - 2020
Year Value
2020 3.3
2019 2.1
2018 1.8
2017 1.4
2016 1.1
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 56% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 57% 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.

0.849

18% from 2019

SJR for Earthquake Engineering and Engineering Vibration from 2016 - 2020
Year Value
2020 0.849
2019 0.722
2018 0.628
2017 0.479
2016 0.389
graph view Graph view
table view Table view

1.471

28% from 2019

SNIP for Earthquake Engineering and Engineering Vibration from 2016 - 2020
Year Value
2020 1.471
2019 1.145
2018 0.873
2017 0.867
2016 0.783
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has increased by 18% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 28% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Earthquake Engineering and Engineering Vibration

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Springer

Earthquake Engineering and Engineering Vibration

Founded in 2002 and publishing quarterly as of 2007, Earthquake Engineering and Engineering Vibration is an international journal sponsored by the Institute of Engineering Mechanics (IEM), China Earthquake Administration, co-sponsored by Huixian Earthquake Engineering Foundati...... Read More

Engineering

i
Last updated on
26 Oct 2023
i
ISSN
1671-3664
i
Impact Factor
Medium - 0.706
i
Acceptance Rate
Not provided
i
Frequency
Not provided
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
i
Citation Type
Author Year
(Blonder et al, 1982)
i
Bibliography Example
Beenakker CWJ (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

Journal Article DOI: 10.1007/S11803-006-0585-2
3D viscous-spring artificial boundary in time domain
Jingbo Liu1, Yixin Du1, Xiuli Du2, Zhenyu Wang1, Jun Wu1

Abstract:

After a brief review of studies on artificial boundaries in dynamic soil-structure interaction, a three-dimensional viscous-spring artificial boundary (VSAB) in the time domain is developed in this paper. First, the 3D VSAB equations in the normal and tangential directions are derived based on the elastic wave motion theory. ... After a brief review of studies on artificial boundaries in dynamic soil-structure interaction, a three-dimensional viscous-spring artificial boundary (VSAB) in the time domain is developed in this paper. First, the 3D VSAB equations in the normal and tangential directions are derived based on the elastic wave motion theory. Secondly, a numerical simulation technique of wave motion equations along with the VSAB condition in the time domain is studied. Finally, numerical examples of some classical elastic wave motion problems are presented and the results are compared with the associated theoretical solutions, demonstrating that high precision and adequate stability can be achieved by using the proposed 3D VSAB. The proposed 3D VSAB can be conveniently incorporated in the general finite element program, which is commonly used to study dynamic soil-structure interaction problems. read more read less

Topics:

Time domain (56%)56% related to the paper, Boundary (topology) (53%)53% related to the paper, Computer simulation (50%)50% related to the paper
227 Citations
Journal Article DOI: 10.1007/S11803-009-8162-0
Seismic damage of highway bridges during the 2008 Wenchuan earthquake
Qiang Han1, Qiang Han2, Xiuli Du1, Jingbo Liu2, Zhong-Xian Li3, Liyun Li1, Jianfeng Zhao4

Abstract:

Many highway bridges were severely damaged or completely collapsed during the 2008 Wenchuan earthquake. A field investigation was carried out in the strongly affected areas and over 320 bridges were examined. Damage to some representative highway bridges is briefly described and a preliminary analysis of the probable causes o... Many highway bridges were severely damaged or completely collapsed during the 2008 Wenchuan earthquake. A field investigation was carried out in the strongly affected areas and over 320 bridges were examined. Damage to some representative highway bridges is briefly described and a preliminary analysis of the probable causes of the damage is presented in this paper. The most common damage included shear-flexural failure of the pier columns, expansion joint failure, shear key failure, and girder sliding in the transversal or longitudinal directions due to weak connections between girder and bearings. Lessons learned from this earthquake are described and recommendations related to the design of curved and skewed bridges, design of bearings and devices to prevent girder collapse, and ductility of bridge piers are presented. Suggestions for future seismic design and retrofitting techniques for bridges in moderate to severe earthquake areas are also proposed. read more read less

Topics:

Seismic retrofit (60%)60% related to the paper, Earthquake engineering (59%)59% related to the paper, Girder (56%)56% related to the paper, Expansion joint (54%)54% related to the paper, Pier (53%)53% related to the paper
222 Citations
Journal Article DOI: 10.1007/S11803-009-9120-6
Output only modal identification and structural damage detection using time frequency & wavelet techniques
Satish Nagarajaiah1, Biswajit Basu2

Abstract:

The primary objective of this paper is to develop output only modal identification and structural damage detection. Identification of multi-degree of freedom (MDOF) linear time invariant (LTI) and linear time variant (LTV—due to damage) systems based on Time-frequency (TF) techniques—such as short-time Fourier transform (STFT... The primary objective of this paper is to develop output only modal identification and structural damage detection. Identification of multi-degree of freedom (MDOF) linear time invariant (LTI) and linear time variant (LTV—due to damage) systems based on Time-frequency (TF) techniques—such as short-time Fourier transform (STFT), empirical mode decomposition (EMD), and wavelets—is proposed. STFT, EMD, and wavelet methods developed to date are reviewed in detail. In addition a Hilbert transform (HT) approach to determine frequency and damping is also presented. In this paper, STFT, EMD, HT and wavelet techniques are developed for decomposition of free vibration response of MDOF systems into their modal components. Once the modal components are obtained, each one is processed using Hilbert transform to obtain the modal frequency and damping ratios. In addition, the ratio of modal components at different degrees of freedom facilitate determination of mode shape. In cases with output only modal identification using ambient/random response, the random decrement technique is used to obtain free vibration response. The advantage of TF techniques is that they are signal based; hence, can be used for output only modal identification. A three degree of freedom 1:10 scale model test structure is used to validate the proposed output only modal identification techniques based on STFT, EMD, HT, wavelets. Both measured free vibration and forced vibration (white noise) response are considered. The secondary objective of this paper is to show the relative ease with which the TF techniques can be used for modal identification and their potential for real world applications where output only identification is essential. Recorded ambient vibration data processed using techniques such as the random decrement technique can be used to obtain the free vibration response, so that further processing using TF based modal identification can be performed. read more read less

Topics:

Modal testing (67%)67% related to the paper, Modal analysis (60%)60% related to the paper, Wavelet (55%)55% related to the paper, Modal (55%)55% related to the paper, Hilbert–Huang transform (55%)55% related to the paper
View PDF
193 Citations
Journal Article DOI: 10.1007/S11803-014-0238-9
Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering
Andre Filiatrault1, Timothy Sullivan2

Abstract:

With the development and implementation of performance-based earthquake engineering, harmonization of performance levels between structural and nonstructural components becomes vital. Even if the structural components of a building achieve a continuous or immediate occupancy performance level after a seismic event, failure of... With the development and implementation of performance-based earthquake engineering, harmonization of performance levels between structural and nonstructural components becomes vital. Even if the structural components of a building achieve a continuous or immediate occupancy performance level after a seismic event, failure of architectural, mechanical or electrical components can lower the performance level of the entire building system. This reduction in performance caused by the vulnerability of nonstructural components has been observed during recent earthquakes worldwide. Moreover, nonstructural damage has limited the functionality of critical facilities, such as hospitals, following major seismic events. The investment in nonstructural components and building contents is far greater than that of structural components and framing. Therefore, it is not surprising that in many past earthquakes, losses from damage to nonstructural components have exceeded losses from structural damage. Furthermore, the failure of nonstructural components can become a safety hazard or can hamper the safe movement of occupants evacuating buildings, or of rescue workers entering buildings. In comparison to structural components and systems, there is relatively limited information on the seismic design of nonstructural components. Basic research work in this area has been sparse, and the available codes and guidelines are usually, for the most part, based on past experiences, engineering judgment and intuition, rather than on objective experimental and analytical results. Often, design engineers are forced to start almost from square one after each earthquake event: to observe what went wrong and to try to prevent repetitions. This is a consequence of the empirical nature of current seismic regulations and guidelines for nonstructural components. This review paper summarizes current knowledge on the seismic design and analysis of nonstructural building components, identifying major knowledge gaps that will need to be filled by future research. Furthermore, considering recent trends in earthquake engineering, the paper explores how performance-based seismic design might be conceived for nonstructural components, drawing on recent developments made in the field of seismic design and hinting at the specific considerations required for nonstructural components. read more read less

Topics:

Earthquake scenario (59%)59% related to the paper, Earthquake engineering (57%)57% related to the paper, Seismic analysis (56%)56% related to the paper
View PDF
172 Citations
Journal Article DOI: 10.1007/S11803-008-0856-1
A preliminary report on the Great Wenchuan Earthquake
Zifa Wang1

Abstract:

The May 12, 2008 Great Wenchuan Earthquake has resulted in more than 68,858 deaths and losses in the hundreds of billions RMB as of May 30, 2008, and these numbers will undoubtedly increase as more information becomes available on the extent of the event. Immediately after the earthquake, the China Earthquake Administration (... The May 12, 2008 Great Wenchuan Earthquake has resulted in more than 68,858 deaths and losses in the hundreds of billions RMB as of May 30, 2008, and these numbers will undoubtedly increase as more information becomes available on the extent of the event. Immediately after the earthquake, the China Earthquake Administration (CEA) responded quickly by sending teams of experts to the affected region, eventually including over 60 staff members from the Institute of Engineering Mechanics (IEM). This paper reports preliminary information that has been gathered in the first 18 days after the event, covering seismicity, search and rescue efforts, observed ground motions, and damage and loss estimates. The extensive field investigation has revealed a number of valuable findings that could be useful in improving research in earthquake engineering in the future. Once again, this earthquake has shown that the vertical component of ground motion is as significant as horizontal ground motions in the near-source area. Finally, note that as more information is gathered, the numbers reported in this paper will need to be adjusted accordingly. read more read less

Topics:

Earthquake casualty estimation (65%)65% related to the paper, Earthquake warning system (64%)64% related to the paper, Types of earthquake (63%)63% related to the paper, Earthquake scenario (60%)60% related to the paper, Earthquake prediction (59%)59% related to the paper
162 Citations
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Frequently asked questions

1. Can I write Earthquake Engineering and Engineering Vibration in LaTeX?

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

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Yes, the template is compliant with the Earthquake Engineering and Engineering Vibration 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 Earthquake Engineering and Engineering Vibration?

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 Earthquake Engineering and Engineering Vibration citation style.

4. Can I use the Earthquake Engineering and Engineering Vibration 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 Earthquake Engineering and Engineering Vibration.

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

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SciSpace's Earthquake Engineering and Engineering Vibration 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.

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12. Is Earthquake Engineering and Engineering Vibration'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 Earthquake Engineering and Engineering Vibration?

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 Earthquake Engineering and Engineering Vibration. 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 Earthquake Engineering and Engineering Vibration?

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

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

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