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 2022-01-01 to 2026-01-01.)

Article	Citations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab	85
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay	76
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests	65
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data	63
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests	60
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)	58
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions	57
A probabilistic deformation-based seismic hazard model for Iran	55
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads	55
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring	51
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach	50
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium	48
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit	48
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan	44
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake	43
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates	42
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions	35
Seismic fragility assessment of high-rise stacks in oil refineries	34
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions	34
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis	34
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment	33
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum	33
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction	33
Advancing the understanding of earthquake risk in Portugal	33
Estimating annualized earthquake loss for residential buildings in Tehran, Iran	32

A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification	31
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements	31
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower	31
Energy-based fragility assessment of reinforced concrete bridges considering cumulative seismic demand under mainshock-aftershock sequences	30
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges	30