Earthquake Engineering & Structural Dynamics

Papers
(The H4-Index of Earthquake Engineering & Structural Dynamics is 35. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
111
Issue information97
A simple strategy for active structural control against control–structure–excitation effects: Concept, framework, and experiments95
Collaborative filtering‐based collapse fragility assessment90
Investigation of seismic fragility curves of unbonded FREIs: Adaptive characteristics and modeling sensitivity89
Hybrid simulation of a partial‐strength steel–concrete composite moment‐resisting frame endowed with hysteretic replaceable beam splices80
Study on the strain response of slopes containing cavities under the effect of strong earthquakes79
Random‐positioned‐sampling effect on probabilistic seismic demand modeling of modularized suspended buildings with free‐standing objects and architectural function regioning65
Robust Optimisation of Performance‐Based Seismic Design of Reinforced Concrete Bridge Piers62
Cyclic Displacement Model for Reinforced Concrete Columns62
A rigid‐flexible coupled rocking structure with nonlinear stress distribution along its base: Analytical modeling, validation and parametric investigation60
Hybrid surrogate model combining physics and data for seismic drift estimation of shear‐wall structures59
Simulation of spatially varying ground motion of urban buildings based on wavelet packet neural network58
Automated parameterization of velocity pulses in near‐fault ground motions58
Understanding of Full‐Scale Viscoelastic Damper Behavior Under Long‐Duration Loading and Formulation of Similarity Rules for Scaled Dampers58
Pre‐fabricated TRC Panels Versus TRM Jacketing for Integrating Seismic and Energy Retrofitting: Bi‐Directional Shaking Table Tests on Three Masonry‐Infilled RC Buildings58
Evolutionary seismic design optimization of mega‐brace damper architectures in three‐dimensional structures56
A Macro‐Model for Simulating Gusset Plate Buckling in Buckling‐Restrained Braced Frame Buildings56
Soil–pile interaction in vertical vibration in inhomogeneous soils53
Experimental Study on the Dynamic Response Characteristics of the Floating Bridge Considering Pontoon Failure Under the Combined Action of Earthquakes and Waves52
Seismically Isolated Nuclear Power Plants: Is Soil–Structure‐Interaction Analysis Needed?48
Simulation‐based characterization of the variability of earthquake risk to buildings in the near‐field43
Three‐Dimensional Motions of Unbonded Post‐Tensioned Reinforced Concrete Bridge Piers Under Bi‐Directional Earthquake Excitation42
Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation42
Seismic experiments and shear resistance prediction of multi‐celled corrugated‐plate CFST walls41
Testing, Modeling, and Application of a Two‐Stage Self‐Centering Brace for Seismic Resilience Enhancement of Rocking Core System41
Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation39
From a Probabilistic PBEE Framework to Risk‐Targeted Structural Design With Cascading Hazards: Engineering Application for Seismic–Radiological Safety39
Experimental Investigation on the Seismic Behavior of RC Double‐Column Medium‐Height Bents Retrofitted With SCEB‐Us39
Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model39
Stochastic emulation with enhanced partial‐ and no‐replication strategies for seismic response distribution estimation38
Shaking Table Test of a Large‐Scale Shield Tunnel Based on an Innovative Loading Device: Theory and Validation38
Mixed Lagrangian formulation for modeling structures with clutched inerter devices37
Issue information37
Behavior of Long‐Slotted Perforated Steel Plate Fuses in Timber Brace End Connections35
Refined deformation limit states for circular reinforced concrete bridge columns35
Dynamic analysis of axially loaded cantilever shear‐beam under large deflections with small rotations35
Control nodes based loading method: A versatile approach for multi‐degree‐of‐freedom loading in quasi‐static tests and hybrid simulations35
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