Earthquake Engineering & Structural Dynamics

(The TQCC of Earthquake Engineering & Structural Dynamics is 25. The table below lists those papers that are above that threshold based on CrossRef citation counts. The publications cover those that have been published in the past four years, i.e., from 2019-06-01 to 2023-06-01.)
Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building—from seismic hazard to collapse safety and economic losses279
Problems encountered from the use (or misuse) of Rayleigh damping220
Estimating inelastic response spectra from elastic spectra163
Self‐centering friction spring dampers for seismic resilience118
Analysis of the spatial variation of seismic waves and ground movements from smart-1 array data95
Real time hybrid simulation: from dynamic system, motion control to experimental error87
System identification for evaluating soil-structure interaction effects in buildings from strong motion recordings87
A neural network approach for structural identification and diagnosis of a building from seismic response data82
Exact computation of input-energy spectra from Fourier amplitude spectra77
Structural identification in the frequency domain from earthquake records73
Seismic isolation: Early history72
Experimental assessment of the seismic performance of hospital cabinets using shake table testing67
Prediction of earthquake energy input from smoothed fourier amplitude spectrum66
Natural frequencies measured from ambient vibration response of the arch dam of Mauvoisin65
Design energy input spectra for moderate-seismicity regions65
Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding65
Stripe‐based fragility analysis of multispan concrete bridge classes using machine learning techniques64
Soil-pile-structure interaction: experimental outcomes from shaking table tests60
Seismic ground motion simulations from a class of spatial variability models57
Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station56
Pulse-like versus non-pulse-like ground motion records: Spectral shape comparisons and record selection strategies55
Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames51
Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes51
Seismic fragility of lightly reinforced concrete frames with masonry infills50
A practical system for isolating structures from earthquake attack49
Attenuation models inferred from intraplate earthquake recordings47
Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils47
Response spectral relationships for rock sites derived from the component attenuation model44
Seismic protection of rocking structures with inerters44
Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes43
Finite locally resonant Metafoundations for the seismic protection of fuel storage tanks43
Seismic fragilities of single‐column highway bridges with rocking column‐footing42
Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests39
Evaluation of ASCE 7 equations for designing acceleration‐sensitive nonstructural components using data from instrumented buildings39
Consistent floor response spectra for performance‐based seismic design of nonstructural elements38
Distinct element modelling of the in‐plane cyclic response of URM walls subjected to shear‐compression37
Accidental eccentricity in symmetric buildings due to wave passage effects arising from near‐fault pulse‐like ground motions35
Correlating dynamic characteristics from field measurements and numerical analysis of a high-rise building35
Non-destructive damage evaluation of a structure from limited modal parameters34
Development of collapse‐consistent loading protocols for experimental testing of steel columns34
Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes33
System identification of a building from multiple seismic records33
Proposal of design rules for ductile X-CBFS in the framework of EUROCODE 833
Evaluation of bias on the probability of collapse from amplitude scaling using spectral‐shape‐matched records33
Seismic vulnerability of offshore wind turbines to pulse and non‐pulse records33
Free-field response from inclined SV- and P-waves and Rayleigh-waves33
Analytical solution of seismic response of base‐isolated structure with supplemental inerter31
Conceptual seismic design in performance-based earthquake engineering31
Identification of structural parameters of multistorey shear buildings from modal data31
The effect of amplitude scaling limits on conditional spectrum‐based ground motion selection30
Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations30
Spatial correlations of ground motion for non‐ergodic seismic hazard analysis30
Estimated mass and stiffness matrices of shear building from modal test data29
Structure‐soil‐structure interaction of adjacent buildings subjected to seismic loading28
Modal identification of structures from ambient vibration, free vibration, and seismic response data via a subspace approach27
The high-frequency limit of usable response spectral ordinates from filtered analogue and digital strong-motion accelerograms27
On building finite element models of structures from modal response26
Mainshock‐aftershock state‐dependent fragility curves: A case of wood‐frame houses in British Columbia, Canada26
Detection of soil liquefaction from strong motion records26
On the reliability of long-period response spectral ordinates from digital accelerograms26
Formulation of risk‐targeted seismic action for the force‐based seismic design of structures26
Copula-based joint probability function for PGA and CAV: a case study from Taiwan25
Seismic response assessment of rocking systems using single degree‐of‐freedom oscillators25
Free-field response from inclined SH-waves and love-waves25
Filtered incremental velocity: A novel approach in intensity measures for seismic collapse estimation25