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Earthquake Engineering & Structural Dynamics is a peer-reviewed journal published by Wiley, covering Seismic Performance and Analysis, Structural Health Monitoring Techniques, Structural Engineering and Vibration Analysis.
| Publisher | Wiley |
|---|---|
| Reference style | Author–year (Chicago) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." Earthquake Engineering & Structural Dynamics 12 (3): 45–58.
Formats any DOI in Earthquake Engineering & Structural Dynamics style. No sign-up. |
| Publishes research in | Seismic Performance and Analysis Structural Health Monitoring Techniques Structural Engineering and Vibration Analysis Vibration Control and Rheological Fluids Vibration and Dynamic Analysis |
| ISSN | 0098-8847 |
| Citation impact (2-yr) | 4.05 |
| h-index | 196 |
| i10-index | 3,890 |
| Total citations | 259,945 |
| Article processing charge | $4,530 |
| Top institutions publishing here | Marymount University |
| Journal website | onlinelibrary.wiley.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.
Abstract Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response…
Abstract A new family of unconditionally stable one‐step methods for the direct integration of the equations of structural dynamics is introduced and is shown to possess improved algorithmic damping properties which can be continuously controlled. The new methods are compared with members of the Newmark family, and the Houbolt and Wilson methods.
This paper presents the description, calibration and application of relatively simple hysteretic models that include strength and stiffness deterioration properties, features that are critical for demand predictions as a structural system approaches collapse. Three of the basic hysteretic models used in seismic demand evaluation are modified to include deterioration properties: bilinear, peak-oriented, and pinching. The…
Abstract Developed herein is an improved pushover analysis procedure based on structural dynamics theory, which retains the conceptual simplicity and computational attractiveness of current procedures with invariant force distribution. In this modal pushover analysis (MPA), the seismic demand due to individual terms in the modal expansion of the effective earthquake forces is determined by a…
Abstract In recent papers the author has shown that when determining optimum parameters for an absorber which minimizes the vibration response of a complex system, the latter may be treated as an equivalent single degree‐of‐freedom system if its natural frequencies are well separated. Emphasis was on minimizing the displacement response when the excitation was a…
