OOIR: Observatory of International Research

Papers

(The H4-Index of Structural Safety is 26. 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 2021-06-01 to 2025-06-01.)

Article	Citations
Numerical algorithm for determining serviceability live loads and its applications	148
Determining failure modes devoid of redundant elements for pin-bar structures using null space of equilibrium matrix	145
Global sensitivity evolution equation of the Fréchet-derivative-based global sensitivity analysis	93
Structural reliability analysis by line sampling: A Bayesian active learning treatment	80
An augmented weighted simulation method for high-dimensional reliability analysis	57
Efficient procedure for failure probability function estimation in augmented space	56
Recent developments in mechanical and uncertainty modelling of concrete	50
Aggregation of data from multiple recording stations for extreme wind analysis and prediction	50
Life safety in the Reliability-Based design and assessment of structures	49
Bayesian improved cross entropy method for network reliability assessment	48
Non-parametric construction of site-specific non-Gaussian multivariate joint probability distribution from sparse measurements	47
Disaster risk-informed optimization using buffered failure probability for regional-scale building retrofit strategy	42
A multi-fidelity stochastic simulation scheme for estimation of small failure probabilities	42
Target reliability index optimization framework for multiple building classes based on community-level objectives	38
Homogenizing spatially variable Young modulus using pseudo incremental energy method	37
Editorial Board	37
Gaussian Copula-based Bayesian network approach for characterizing spatial variability in aging steel bridges	36
Importance ranking of correlated variables in one analysis	35
Distribution-free stochastic model updating of dynamic systems with parameter dependencies	35
Comprehensive framework for the hyper-robust Bayesian calibration of a nondestructive testing instrument	34
Calibrating resistance factors of pile groups based on individual pile proof load tests	32
Multisphere-based importance sampling for structural reliability	31
The JCSS probabilistic model Code, future developments	30
System-based reliability analysis of stainless steel frames subjected to gravity and wind loads	27
Adaptive subset simulation for time-dependent small failure probability incorporating first failure time and single-loop surrogate model	27

Spatial modeling of concrete strength based on data