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Journal of Earthquake Engineering is a peer-reviewed journal published by Taylor & Francis, covering Seismic Performance and Analysis, Structural Health Monitoring Techniques, Structural Behavior of Reinforced Concrete.
| Publisher | Taylor & Francis |
|---|---|
| Reference style | Author–year (Chicago, T&F) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." Journal of Earthquake Engineering 12 (3): 45–58.
Formats any DOI in Journal of Earthquake Engineering style. No sign-up. |
| Publishes research in | Seismic Performance and Analysis Structural Health Monitoring Techniques Structural Behavior of Reinforced Concrete Masonry and Concrete Structural Analysis Geotechnical Engineering and Underground Structures |
| ISSN | 1363-2469 |
| Citation impact (2-yr) | 2.38 |
| h-index | 103 |
| i10-index | 1,435 |
| Total citations | 63,047 |
| Top institutions publishing here | Istituto Universitario di Studi Superiori di Pavia |
| Journal website | www.tandfonline.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
The role of soil-structure interaction (SSI) in the seismic response of structures is reex-plored using recorded motions and theoretical considerations. Firstly, the way current seismic provisions treat SSI effects is briefly discussed. The idealised design spectra of the codes along with the increased fundamental period and effective damping due to SSI lead invariably to reduced…
Dynamic nonlinear analysis of structures requires the seismic input to be defined in the form of acceleration time-series, and these will generally be required to be compatible with the elastic response spectra representing the design seismic actions at the site. The advantages of using real accelerograms matched to the target response spectrum using wavelets for…
The increasing availability of strong-motion accelerograms, and the relative ease with which they can be obtained compared to synthetic or artificial records, makes the use of real records an ever more attractive option for defining the input to dynamic analyses in geotechnical and structural engineering. Guidelines on procedures for the selection of appropriate suites of…
The duration of strong ground shaking during earthquakes can play an important role in the response of foundation materials and structures, particularly when strength or stiffness degradation is encountered. A thorough seismic hazard assessment should therefore include an estimation of the expected duration of strong motion, which first requires criteria to define the part of…
In this paper, an innovative displacement-based adaptive pushover procedure, whereby a set of laterally applied displacements, rather than forces, is monotonically applied to the structure, is presented. The integrity of the analysis algorithm is verified through an extensive comparative study involving static and dynamic nonlinear analysis of 12 rein-forced concrete buildings subjected to four diverse…
