OOIR: Observatory of International Research

Papers

(The H4-Index of Bulletin of Earthquake Engineering is 30. 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 and analytical methods for the design of beam-column sub-assemblies with composite deck slab	99
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data	92
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan	67
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions	66
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions	65
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests	65
A probabilistic deformation-based seismic hazard model for Iran	62
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring	55
Visco-elastically connected shear-flexural structure: elastoplastic seismic response property and a simplified analysis procedure	53
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach	51
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium	49
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests	47
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit	41
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)	41
Energy-based fragility assessment of reinforced concrete bridges considering cumulative seismic demand under mainshock-aftershock sequences	39
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction	38
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum	38
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower	38
Regionalized Bayesian site amplification models for Türkiye	37
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay	37
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification	37
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment	36
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis	35
Advancing the understanding of earthquake risk in Portugal	35
V-H-Mcapacity of well foundations under gravity and seismic loading	33

Seismic fragility assessment of high-rise stacks in oil refineries	33
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake	32
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions	32
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions	31
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges	31
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements	30
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates	30
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion	30
Estimating annualized earthquake loss for residential buildings in Tehran, Iran	30
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes	30