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 2021-04-01 to 2025-04-01.)

Article	Citations
A Multi Pier Macro MPM method for the seismic analysis of steel moment frames	66
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction	62
Life-cycle seismic resilience of deteriorating highway bridges under mainshock-aftershock sequences	56
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets	53
Seismic upgrading of RC frames using new hybrid dampers with recentering capability applying the second-generation of eurocode 8	51
Stochastic finite fault simulation of 2023 Mw 7.8 and Mw 7.5 Turkey earthquakes and its application to regional buildings damage estimation at Kahramanmaras City	50
A two-phase seismic design methodology for reinforced concrete frame- corrugated steel plate shear wall connected to beam only	49
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye	49
Preface for the special issue on February 6, 2023, Kahramanmaraş-Türkiye earthquakes (Mw=7.8 and 7.5): reconnaissance missions and first observations	48
Guest editorial for the special issue on artificial intelligence, sensing and big data analytics in earthquake engineering	46
Preface to the Special Issue: The evolution of fragility and vulnerability. The origin story of a preface	44
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems	40
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis	40
Correction: Dissipative tie-rods restraining one-sided rocking masonry walls: analytical formulation and experimental tests	40
Correction To: Evaluating the performance of intensity prediction equations for the Italian area	37
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation	36
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower	36
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)	35
Ductility demands for stiffness-degrading SDOF systems under pulse-like ground motions of the 2023 Pazarcık (Kahramanmaraş) earthquake	35
Seismic strengthening of existing RC buildings with external cross-laminated timber (CLT) walls hosting an integrated energetic and architectural renovation	35
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table	34
Incorporating dwelling mounds into induced seismic risk analysis for the Groningen gas field in the Netherlands	34
Correction factors for GMMs considering site and topographic effects in South Korea	33
Implementation and application of a SHM system for tall buildings in Turkey	33
Influence of structure on the aseismic stability and dynamic responses of liquefiable soil	32

Seismic behaviour of piles in non-liquefiable and liquefiable soil	32
Seismic limit states of the components in reinforced concrete integral abutment bridges	31
Correction to: Macroseismic risk classification of historical constructions: the LEXSIS approach	31
Evidence of soil-structure interaction from modular full-scale field experimental tests	31
Correction to: New insights into the relationship between seismic intensity measures and nonlinear structural response	30
Seismic resilience assessment of low- and medium-rise existing eccentrically braced steel frames in Mexico City	30
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	30
Correction to: Numerical simulation of RC frames infilled with RC walls for seismic strengthening of existing structures	30