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 2021-02-01 to 2025-02-01.)

Article	Citations
A Multi Pier Macro MPM method for the seismic analysis of steel moment frames	95
Lessons for loss assessment from the Canterbury earthquakes: a 22-storey building	58
Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures	58
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction	53
Seismic pounding of adjacent buildings considering torsional effects	50
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings	50
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach	46
Ductility demands for stiffness-degrading SDOF systems under pulse-like ground motions of the 2023 Pazarcık (Kahramanmaraş) earthquake	45
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data	45
Guest editorial for the special issue on artificial intelligence, sensing and big data analytics in earthquake engineering	43
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab	42
Preface to the Special Issue: The evolution of fragility and vulnerability. The origin story of a preface	42
Optimal design of the seismic retrofitting of reinforced concrete framed structures using BRBs	41
Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes	39
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 41	39
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems	39
Cyclic behavior of RCFT columns with large D/t ratio steel tubes: Effect of reinforcement arrangement	37
Correction factors for GMMs considering site and topographic effects in South Korea	36
Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls	35
Wave velocities depending on shear strain, directionality, and excess pore water pressure from wildlife liquefaction array	34
2-D and 3-D basin site effects in Izmir-Bayrakli during the October 30, 2020 Mw7.0 Samos earthquake	34
Response study of a 51-story-tall Los Angeles, California building inferred from motions of the Mw7.1 July 5, 2019 Ridgecrest, California earthquake	33
Bidirectional energy-based pushover procedure as a fast approach to establish approximate IDA curves under biaxial seismic excitations: an evaluation for medium- and high-rise buildings	33
The H2020 European Project LiqueFACT	31
Probabilistic seismic hazard assessment framework for Uganda: a stochastic event-based modelling approach	31

Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation	30
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction	29
Mechanical model of steel frames with reinforced concrete infill walls	28
Seismic limit states of the components in reinforced concrete integral abutment bridges	28
Tall buildings in Turkey, their characteristic structural features and dynamic behaviour	28
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads	28