OOIR: Observatory of International Research

Papers

(The H4-Index of Earthquake Engineering & Structural Dynamics is 34. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-05-01 to 2026-05-01.)

Article	Citations
	120
	107
Issue information	97
Robust Optimisation of Performance‐Based Seismic Design of Reinforced Concrete Bridge Piers	86
Cyclic Displacement Model for Reinforced Concrete Columns	82
Random‐positioned‐sampling effect on probabilistic seismic demand modeling of modularized suspended buildings with free‐standing objects and architectural function regioning	81
A simple strategy for active structural control against control–structure–excitation effects: Concept, framework, and experiments	79
Multicomponent directional‐cum‐modal combination rule for seismic analysis: Theory and illustrations	76
Understanding of Full‐Scale Viscoelastic Damper Behavior Under Long‐Duration Loading and Formulation of Similarity Rules for Scaled Dampers	71
Hybrid simulation of a partial‐strength steel–concrete composite moment‐resisting frame endowed with hysteretic replaceable beam splices	61
Investigation of seismic fragility curves of unbonded FREIs: Adaptive characteristics and modeling sensitivity	59
A rigid‐flexible coupled rocking structure with nonlinear stress distribution along its base: Analytical modeling, validation and parametric investigation	58
Study on the strain response of slopes containing cavities under the effect of strong earthquakes	58
Soil–pile interaction in vertical vibration in inhomogeneous soils	56
Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation	55
Simulation of spatially varying ground motion of urban buildings based on wavelet packet neural network	55
Evolutionary seismic design optimization of mega‐brace damper architectures in three‐dimensional structures	54
Collaborative filtering‐based collapse fragility assessment	54
A Macro‐Model for Simulating Gusset Plate Buckling in Buckling‐Restrained Braced Frame Buildings	53
Shaking Table Test of a Large‐Scale Shield Tunnel Based on an Innovative Loading Device: Theory and Validation	50
Seismic experiments and shear resistance prediction of multi‐celled corrugated‐plate CFST walls	50
Pre‐fabricated TRC Panels Versus TRM Jacketing for Integrating Seismic and Energy Retrofitting: Bi‐Directional Shaking Table Tests on Three Masonry‐Infilled RC Buildings	49
Experimental Study on the Dynamic Response Characteristics of the Floating Bridge Considering Pontoon Failure Under the Combined Action of Earthquakes and Waves	48
Three‐Dimensional Motions of Unbonded Post‐Tensioned Reinforced Concrete Bridge Piers Under Bi‐Directional Earthquake Excitation	44
Testing, Modeling, and Application of a Two‐Stage Self‐Centering Brace for Seismic Resilience Enhancement of Rocking Core System	42

Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model	39
Simulation‐based characterization of the variability of earthquake risk to buildings in the near‐field	39
Stochastic emulation with enhanced partial‐ and no‐replication strategies for seismic response distribution estimation	39
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques	37
Seismically Isolated Nuclear Power Plants: Is Soil–Structure‐Interaction Analysis Needed?	36
Automated parameterization of velocity pulses in near‐fault ground motions	35
Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation	35
Hybrid surrogate model combining physics and data for seismic drift estimation of shear‐wall structures	35
Experimental Investigation on the Seismic Behavior of RC Double‐Column Medium‐Height Bents Retrofitted With SCEB‐Us	35
Issue information	34
Issue Information	34