OOIR: Observatory of International Research

Papers

(The H4-Index of Structural Safety is 27. 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 algorithm for determining serviceability live loads and its applications	236
Probabilistic life-cycle assessment of landslides exposed to both rainfall under nonstationary climate change effects and earthquakes	223
An efficient contour framework for fatigue reliability assessment under mixed mode I/II loading considering load sequence effects	95
Global sensitivity evolution equation of the Fréchet-derivative-based global sensitivity analysis	76
Structural reliability analysis by line sampling: A Bayesian active learning treatment	75
Homogenizing spatially variable Young modulus using pseudo incremental energy method	73
MetaIMNet: A physics-informed neural network architecture for surrogate response and fragility modeling of structures subjected to time-varying hazard loads	68
Aggregation of data from multiple recording stations for extreme wind analysis and prediction	63
Gaussian Copula-based Bayesian network approach for characterizing spatial variability in aging steel bridges	53
Recent developments in mechanical and uncertainty modelling of concrete	43
Failure probability estimate of corroded reinforced concrete structures based on sparse representation of steel weight loss distributions	41
Life safety in the Reliability-Based design and assessment of structures	41
Disaster risk-informed optimization using buffered failure probability for regional-scale building retrofit strategy	40
Editorial Board	39
Editorial Board	39
A multi-fidelity stochastic simulation scheme for estimation of small failure probabilities	36
Accurate variance estimation for subset simulation incorporating intrachain, interchain, and interlevel correlations	33
Bayesian improved cross entropy method for network reliability assessment	32
Evaluation of the safety ratio in the Eurocode for deck acceleration limit on ballasted railway bridges	31
Importance ranking of correlated variables in one analysis	30
Editorial Board	30
Calibrating resistance factors of pile groups based on individual pile proof load tests	30
Duration of extreme synoptic wind speeds for North America in a changing climate and its engineering implementation	29
Multi-point active learning probability density evolution method	29
Spatial modeling of concrete strength based on data	28

The JCSS probabilistic model Code, future developments	28
System-based reliability analysis of stainless steel frames subjected to gravity and wind loads	28