OOIR: Observatory of International Research

Papers

(The TQCC of Earthquake Engineering and Engineering Vibration is 7. 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
Numerical analysis of moving train induced vibrations on tunnel, surrounding ground and structure	73
Energy-based damage assessment of continuous-span reinforced concrete highway bridges	60
An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations	51
Seismic control of multi-degrees-of-freedom structures by vertical mass isolation method using MR dampers	37
Multi-axial unsplit frequency-shifted perfectly matched layer for displacement-based anisotropic wave simulation in infinite domain	35
Comparison between seismic analysis of twisting and regular 52-story towers considering soil-structure interaction	32
A novel mitigation measure for normal fault-induced deformations on pile-raft systems	31
A logistic-Lasso-regression-based seismic fragility analysis method for electrical equipment considering structural and seismic parameter uncertainty	29
Stability and accuracy of central difference method for real-time dynamic substructure testing considering mass participation coefficient	29
Influence of a non-free field subsurface seismic history on the liquefaction resistance of sandy soils	26
A method for predicting record to record variability of structural response in the endurance time method	24
Study on a conical bearing for acceleration-sensitive equipment	24
Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils	23
Life-cycle failure probability analysis of deteriorated RC bridges under multiple hazards of earthquakes and strong winds	20
Seismic evaluation of frequency influence and resonant behavior for lead rubber bearing isolated rigid rectangular liquid tanks	19
Experimental and numerical study of buckling-restrained braces configured with out-of-plane eccentricity under cyclic loading	19
An approximate solution for seismic stability and permanent displacement of three-dimensional slopes with a rotational failure mechanism	17
Dynamic response analysis of liquefiable ground due to sinusoidal waves of different frequencies of shield construction	16
Numerical study on truncated column with tendons following the toughness seismic resistant design	15
Experimental evaluation of high performance concrete cladding based on shaking table tests	15
Graph-based structural joint pose estimation in non-line-of-sight conditions	15
A new ground-motion scaling and record selection procedure for asymmetric-plan buildings using the 2DOF-modal pushover method	14
Earthquake response of wrap faced embankment on soft clay soil in Bangladesh	14
Seismic damage characteristics and restoration strategies of the Mandalay municipal water supply system following the 2025 M 7.9 Myanmar earthquake	14
Detection of internal crack growth in polyethylene pipe using guided wave ultrasonic testing	14

Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading	14
Direct scaling of residual displacements for bilinear and pinching oscillators	12
Seismic safety assessment with non-Gaussian random processes for train-bridge coupled systems	12
3D dynamic numerical modeling on vibration mitigation efficiency of open trench with horizontal hollow pipes	12
Liquefaction susceptibility and deformation characteristics of saturated coral sandy soils subjected to cyclic loadings – a critical review	12
Optimization of design parameters for controlled rocking steel braced dual-frames	12
Field survey of building damage at Mandalay during 2025 Myanmar Mw 7.7 earthquake	12
Assessment of seismic intensity and seismic performance of buildings in the M7.9 Myanmar earthquake	11
Seismic isolation design and resilience improvement of railway station considering the influence of near-fault pulse-like ground motions	11
Seismic interaction and improved design method of substation equipment with multiple electrical configurations	11
Effects of partial structural damage in the dynamic characteristics of an existing RC building	11
Generation of endurance time excitation functions using spectral representation method	11
Scattering of SH waves by a scalene triangular hill with a shallow cavity in half-space	11
Experimental studies on liquefaction and reliquefaction potential of saturated ground subjected to repeated incremental acceleration loading with varying shaking duration	10
Simulation research on the energy dissipation and shock absorption performance of a swing column device based on fuzzy control	10
Experimental study on the seismic performance of masonry wall reinforced by cement mortar and polypropylene band	10
Data-driven isolation scheme for building structures using seismic metamaterial based on FMM-IBEM	10
Research on vibration response and vibration attenuation model of comprehensive transportation hub under multiple-source excitations	10
Application of tuned viscous mass dampers for seismic response control of industrial buildings coupled with mechanical equipment	9
Parametric study on contact sensors for MASW measurement-based interfacial debonding detection for SCCS	9
Triaxial elastoplastic damage constitutive model of unreinforced clay brick masonry wall	9
Experimental study on dynamic characteristics and microstructure of lacustrine soft clay	9
Efficient simulation of spatially correlated non-stationary ground motions by wavelet-packet algorithm and spectral representation method	8
Rapid post-earthquake safety assessment of low-rise reinforced concrete structures	8
A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads	8
A vibration isolation method based on local resonance theory: A novel local resonance periodic structure block (LRPB)	8
Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis: A case study of the Wangjiayan landslide in Beichuan, China	8
Seismic effectiveness evaluation and optimized design of tie up method for securing museum collections	8
An eigen-based theory for developing numerical methods for structural dynamics	8
Adoption of tree-based machine learning algorithms and CPT data for liquefaction potential assessment	8
Simplified lateral free field boundary based on a lumped mass system	8
Seismic fragility analysis of clay-pile-pier systems considering the optimization of ground motion intensity measures	8
Experimental and numerical study regarding H-steel all-bolted connection steel frame with composite wall boards	8
A 2D equivalent linear model for seismic response analysis of a layered transversely isotropic half-space	7
Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system	7
Statistical analysis on the influence of mechanical parameters in the vibration of pylons	7
Evaluating effectiveness of multiple tuned mass dampers for vibration control of jacket offshore wind turbines under onshore and seafloor earthquakes	7
Seismic bearing capacity of strip footing on partially saturated soil using modal response analysis	7
Predicting acceleration response spectrum from P-wave arrivals via a long short-term memory neural network	7
Underground blast effects on structural pounding	7
Prediction of ground-borne vibration induced by impact pile driving: numerical approach and experimental validation	7
Travelling characteristics of road vehicles on single-level rail-cum-road bridge under the dynamic and aerodynamic impact of travelling trains	7
Numerical simulation on the seismic performance of retrofitted masonry walls based on the combined finite-discrete element method	7
Analysis of the damage characteristics of the Mandalay Royal Palace struck by the 2025 Mw 7.7 Myanmar earthquake	7
Vision-based multi-level synthetical evaluation of seismic damage for RC structural components: a multi-task learning approach	7
A weak formulation of heterogenous viscoacoustic wave propagation in infinite domain	7