OOIR: Observatory of International Research

Papers

(The H4-Index of Bulletin of Earthquake Engineering is 28. 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
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads	71
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements	59
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges	59
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab	55
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay	53
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests	52
V-H-Mcapacity of well foundations under gravity and seismic loading	50
A computationally-effective method for rapidly determining the seismic structural response of high-rise buildings with a limited number of sensors	49
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions	46
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum	44
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower	42
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan	40
Estimating annualized earthquake loss for residential buildings in Tehran, Iran	40
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment	38
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach	37
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion	37
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit	37
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium	37
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions	35
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates	35
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis	34
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction	33
A probabilistic deformation-based seismic hazard model for Iran	32
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions	32
Seismic fragility assessment of high-rise stacks in oil refineries	31

Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data	29
Advancing the understanding of earthquake risk in Portugal	29
Seismic limit states of the components in reinforced concrete integral abutment bridges	29
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring	28