OOIR: Observatory of International Research

Papers

(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.)

Article	Citations
Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building—from seismic hazard to collapse safety and economic losses	279
Problems encountered from the use (or misuse) of Rayleigh damping	220
RIGIDITY-PLASTICITY-VISCOSITY: CAN ELECTRORHEOLOGICAL DAMPERS PROTECT BASE-ISOLATED STRUCTURES FROM NEAR-SOURCE GROUND MOTIONS?	210
Estimating inelastic response spectra from elastic spectra	163
Self‐centering friction spring dampers for seismic resilience	118
Analysis of the spatial variation of seismic waves and ground movements from smart-1 array data	95
Real time hybrid simulation: from dynamic system, motion control to experimental error	87
System identification for evaluating soil-structure interaction effects in buildings from strong motion recordings	87
A neural network approach for structural identification and diagnosis of a building from seismic response data	82
EFFECT OF INFILLS ON THE GLOBAL BEHAVIOUR OF R/C FRAMES: ENERGY CONSIDERATIONS FROM PSEUDODYNAMIC TESTS	78
Exact computation of input-energy spectra from Fourier amplitude spectra	77
Structural identification in the frequency domain from earthquake records	73
Seismic isolation: Early history	72
Experimental assessment of the seismic performance of hospital cabinets using shake table testing	67
Prediction of earthquake energy input from smoothed fourier amplitude spectrum	66
Natural frequencies measured from ambient vibration response of the arch dam of Mauvoisin	65
Design energy input spectra for moderate-seismicity regions	65
Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding	65
Stripe‐based fragility analysis of multispan concrete bridge classes using machine learning techniques	64
Soil-pile-structure interaction: experimental outcomes from shaking table tests	60
Seismic ground motion simulations from a class of spatial variability models	57
Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station	56
Pulse-like versus non-pulse-like ground motion records: Spectral shape comparisons and record selection strategies	55
Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames	51
Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes	51

Seismic fragility of lightly reinforced concrete frames with masonry infills	50
A practical system for isolating structures from earthquake attack	49
Attenuation models inferred from intraplate earthquake recordings	47
Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils	47
Response spectral relationships for rock sites derived from the component attenuation model	44
Seismic protection of rocking structures with inerters	44
Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes	43
Finite locally resonant Metafoundations for the seismic protection of fuel storage tanks	43
Seismic fragilities of single‐column highway bridges with rocking column‐footing	42
Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests	39
Evaluation of ASCE 7 equations for designing acceleration‐sensitive nonstructural components using data from instrumented buildings	39
Consistent floor response spectra for performance‐based seismic design of nonstructural elements	38
Distinct element modelling of the in‐plane cyclic response of URM walls subjected to shear‐compression	37
Accidental eccentricity in symmetric buildings due to wave passage effects arising from near‐fault pulse‐like ground motions	35
Correlating dynamic characteristics from field measurements and numerical analysis of a high-rise building	35
Non-destructive damage evaluation of a structure from limited modal parameters	34
Development of collapse‐consistent loading protocols for experimental testing of steel columns	34
Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes	33
System identification of a building from multiple seismic records	33
Proposal of design rules for ductile X-CBFS in the framework of EUROCODE 8	33
Evaluation of bias on the probability of collapse from amplitude scaling using spectral‐shape‐matched records	33
Seismic vulnerability of offshore wind turbines to pulse and non‐pulse records	33
Free-field response from inclined SV- and P-waves and Rayleigh-waves	33
Analytical solution of seismic response of base‐isolated structure with supplemental inerter	31
Conceptual seismic design in performance-based earthquake engineering	31
Identification of structural parameters of multistorey shear buildings from modal data	31
The effect of amplitude scaling limits on conditional spectrum‐based ground motion selection	30
Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations	30
Spatial correlations of ground motion for non‐ergodic seismic hazard analysis	30
Estimated mass and stiffness matrices of shear building from modal test data	29
Structure‐soil‐structure interaction of adjacent buildings subjected to seismic loading	28
Modal identification of structures from ambient vibration, free vibration, and seismic response data via a subspace approach	27
The high-frequency limit of usable response spectral ordinates from filtered analogue and digital strong-motion accelerograms	27
On building finite element models of structures from modal response	26
Mainshock‐aftershock state‐dependent fragility curves: A case of wood‐frame houses in British Columbia, Canada	26
Detection of soil liquefaction from strong motion records	26
On the reliability of long-period response spectral ordinates from digital accelerograms	26
Formulation of risk‐targeted seismic action for the force‐based seismic design of structures	26
Copula-based joint probability function for PGA and CAV: a case study from Taiwan	25
Seismic response assessment of rocking systems using single degree‐of‐freedom oscillators	25
Free-field response from inclined SH-waves and love-waves	25
Filtered incremental velocity: A novel approach in intensity measures for seismic collapse estimation	25