OOIR: Observatory of International Research

Papers

(The H4-Index of Bulletin of Earthquake Engineering is 29. 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 2021-10-01 to 2025-10-01.)

Article	Citations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab	80
V-H-Mcapacity of well foundations under gravity and seismic loading	63
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay	63
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests	62
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum	62
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring	54
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment	53
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions	53
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates	49
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data	49
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach	45
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests	42
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions	42
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)	41
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions	40
Seismic fragility assessment of high-rise stacks in oil refineries	40
Advancing the understanding of earthquake risk in Portugal	39
Seismic limit states of the components in reinforced concrete integral abutment bridges	39
Estimating annualized earthquake loss for residential buildings in Tehran, Iran	35
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis	32
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions	31
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads	31
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges	30
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification	30
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit	29

A probabilistic deformation-based seismic hazard model for Iran	29
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium	29
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower	29
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan	29