N. Bazeos

968 total citations
20 papers, 746 citations indexed

About

N. Bazeos is a scholar working on Civil and Structural Engineering, Building and Construction and Computational Mechanics. According to data from OpenAlex, N. Bazeos has authored 20 papers receiving a total of 746 indexed citations (citations by other indexed papers that have themselves been cited), including 17 papers in Civil and Structural Engineering, 4 papers in Building and Construction and 3 papers in Computational Mechanics. Recurrent topics in N. Bazeos's work include Seismic Performance and Analysis (13 papers), Structural Load-Bearing Analysis (9 papers) and Structural Health Monitoring Techniques (8 papers). N. Bazeos is often cited by papers focused on Seismic Performance and Analysis (13 papers), Structural Load-Bearing Analysis (9 papers) and Structural Health Monitoring Techniques (8 papers). N. Bazeos collaborates with scholars based in Greece, United States and United Kingdom. N. Bazeos's co-authors include D.E. Beskos, Theodore L. Karavasilis, Timothy J. Holmquist, D.L. Karabalis, Theodor Krauthammer, George D. Hatzigeorgiou, Dimitris L. Karabalis and Nicos Makris and has published in prestigious journals such as Engineering Structures, Journal of Structural Engineering and Earthquake Engineering & Structural Dynamics.

In The Last Decade

N. Bazeos

20 papers receiving 700 citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
N. Bazeos Greece 13 666 146 144 84 72 20 746
Amir Peyman Zandi Iran 14 302 0.5× 78 0.5× 74 0.5× 82 1.0× 29 0.4× 23 463
Ronaldo C. Battista Brazil 11 486 0.7× 113 0.8× 159 1.1× 164 2.0× 109 1.5× 37 647
Yung‐Tsang Chen China 13 628 0.9× 110 0.8× 64 0.4× 36 0.4× 29 0.4× 45 692
Shixiong Zheng China 14 469 0.7× 56 0.4× 86 0.6× 110 1.3× 67 0.9× 51 568
Michèle Schubert Pfeil Brazil 13 455 0.7× 131 0.9× 167 1.2× 194 2.3× 116 1.6× 37 651
Xuansheng Cheng China 14 457 0.7× 40 0.3× 74 0.5× 158 1.9× 23 0.3× 111 589
Ricardo Herrera Chile 14 683 1.0× 163 1.1× 38 0.3× 71 0.8× 14 0.2× 31 772
Junbo Jia China 12 311 0.5× 57 0.4× 40 0.3× 59 0.7× 28 0.4× 34 410
Takuya Nagae Japan 17 790 1.2× 343 2.3× 79 0.5× 21 0.3× 28 0.4× 90 879
Shehata E. Abdel Raheem Egypt 18 814 1.2× 164 1.1× 139 1.0× 74 0.9× 16 0.2× 65 888

Countries citing papers authored by N. Bazeos

Since Specialization
Citations

This map shows the geographic impact of N. Bazeos's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by N. Bazeos with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites N. Bazeos more than expected).

Fields of papers citing papers by N. Bazeos

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by N. Bazeos. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by N. Bazeos. The network helps show where N. Bazeos may publish in the future.

Co-authorship network of co-authors of N. Bazeos

This figure shows the co-authorship network connecting the top 25 collaborators of N. Bazeos. A scholar is included among the top collaborators of N. Bazeos based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with N. Bazeos. N. Bazeos is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Karavasilis, Theodore L., et al.. (2017). Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings. Engineering Structures. 147. 486–504. 8 indexed citations
2.
Karavasilis, Theodore L., et al.. (2013). A hybrid force/displacement seismic design method for steel building frames. Engineering Structures. 56. 1452–1463. 22 indexed citations
3.
Bazeos, N., et al.. (2012). Seismic yield displacements of plane moment resisting and x-braced steel frames. Soil Dynamics and Earthquake Engineering. 41. 128–140. 12 indexed citations
4.
Karavasilis, Theodore L., Nicos Makris, N. Bazeos, & D.E. Beskos. (2010). Dimensional Response Analysis of Multistory Regular Steel MRF Subjected to Pulselike Earthquake Ground Motions. Journal of Structural Engineering. 136(8). 921–932. 51 indexed citations
5.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2008). Drift and Ductility Estimates in Regular Steel MRF Subjected to Ordinary Ground Motions: A Design‐Oriented Approach. Earthquake Spectra. 24(2). 431–451. 42 indexed citations
6.
Bazeos, N., et al.. (2008). Seismic design of irregular space steel frames using advanced methods of analysis. Steel and Composite Structures. 8(1). 53–83. 3 indexed citations
7.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2008). Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. Journal of Constructional Steel Research. 64(6). 644–654. 57 indexed citations
8.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2008). Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities. Engineering Structures. 30(11). 3265–3275. 55 indexed citations
9.
Bazeos, N.. (2008). Comparison of three seismic design methods for plane steel frames. Soil Dynamics and Earthquake Engineering. 29(3). 553–562. 13 indexed citations
10.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2007). Behavior Factor for Performance-Based Seismic Design of Plane Steel Moment Resisting Frames. Journal of Earthquake Engineering. 11(4). 531–559. 41 indexed citations
11.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2007). Estimation of seismic drift and ductility demands in planar regular X‐braced steel frames. Earthquake Engineering & Structural Dynamics. 36(15). 2273–2289. 29 indexed citations
12.
Bazeos, N., et al.. (2006). Approximate formulae for natural periods of plane steel frames. Journal of Constructional Steel Research. 62(6). 592–604. 11 indexed citations
13.
Bazeos, N. & Dimitris L. Karabalis. (2005). Efficient computation of buckling loads for plane steel frames with tapered members. Engineering Structures. 28(5). 771–775. 31 indexed citations
14.
Karavasilis, Theodore L., N. Bazeos, & D.E. Beskos. (2005). Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames. Engineering Structures. 28(1). 9–22. 37 indexed citations
15.
Bazeos, N., et al.. (2002). Elastic buckling analysis of 3-D trusses and frames with thin-walled members. Computational Mechanics. 29(6). 459–470. 5 indexed citations
16.
Bazeos, N., et al.. (2002). Static, seismic and stability analyses of a prototype wind turbine steel tower. Engineering Structures. 24(8). 1015–1025. 214 indexed citations
17.
Bazeos, N. & D.E. Beskos. (1996). Torsional moments on buildings subjected to wind loads. Engineering Analysis with Boundary Elements. 18(4). 305–310. 2 indexed citations
18.
Bazeos, N. & D.E. Beskos. (1994). Numerical determination of time-averaged wind loads on complex structures in 2D flows. Engineering Structures. 16(3). 190–200. 1 indexed citations
19.
Bazeos, N. & D.E. Beskos. (1993). A computer program for determining wind pressures on 2-D structures. Advances in Engineering Software. 17(3). 173–187. 3 indexed citations
20.
Krauthammer, Theodor, N. Bazeos, & Timothy J. Holmquist. (1986). Modified SDOF Analysis of RC Box‐Type Structures. Journal of Structural Engineering. 112(4). 726–744. 109 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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