Şevket Ateş

866 total citations
41 papers, 679 citations indexed

About

Şevket Ateş is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanical Engineering. According to data from OpenAlex, Şevket Ateş has authored 41 papers receiving a total of 679 indexed citations (citations by other indexed papers that have themselves been cited), including 39 papers in Civil and Structural Engineering, 7 papers in Building and Construction and 5 papers in Mechanical Engineering. Recurrent topics in Şevket Ateş's work include Seismic Performance and Analysis (26 papers), Structural Engineering and Vibration Analysis (20 papers) and Geotechnical Engineering and Underground Structures (17 papers). Şevket Ateş is often cited by papers focused on Seismic Performance and Analysis (26 papers), Structural Engineering and Vibration Analysis (20 papers) and Geotechnical Engineering and Underground Structures (17 papers). Şevket Ateş collaborates with scholars based in Türkiye and United States. Şevket Ateş's co-authors include Alemdar Bayraktar, Barbaros Atmaca, Ahmet Can Altunışık, Süleyman Adanur, Metin Hüsem, Murat Günaydın, Volkan Kahya, Michael C. Constantinou, Serhat Demi̇r and Temel Türker and has published in prestigious journals such as Engineering Structures, Applied Mathematics and Computation and Natural Hazards.

In The Last Decade

Şevket Ateş

39 papers receiving 614 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Şevket Ateş Türkiye 16 651 111 61 55 53 41 679
Süleyman Adanur Türkiye 19 812 1.2× 155 1.4× 50 0.8× 90 1.6× 51 1.0× 52 870
Hamzeh Shakib Iran 16 693 1.1× 135 1.2× 49 0.8× 47 0.9× 54 1.0× 56 750
Konstantin Meskouris Germany 12 509 0.8× 120 1.1× 32 0.5× 62 1.1× 40 0.8× 52 588
Arézou Modaressi France 9 603 0.9× 85 0.8× 54 0.9× 74 1.3× 41 0.8× 21 700
Murat Günaydın Türkiye 16 630 1.0× 128 1.2× 43 0.7× 65 1.2× 21 0.4× 66 676
Fernando Lazares Japan 6 387 0.6× 98 0.9× 72 1.2× 31 0.6× 25 0.5× 14 451
Davide Lavorato Italy 17 850 1.3× 378 3.4× 39 0.6× 38 0.7× 45 0.8× 71 913
Vasileios Drosos Greece 15 783 1.2× 75 0.7× 53 0.9× 24 0.4× 43 0.8× 18 798
Damian Grant United Kingdom 12 709 1.1× 182 1.6× 61 1.0× 31 0.6× 27 0.5× 23 747
Juan Carlos Olarte United States 4 456 0.7× 99 0.9× 32 0.5× 27 0.5× 27 0.5× 7 513

Countries citing papers authored by Şevket Ateş

Since Specialization
Citations

This map shows the geographic impact of Şevket Ateş'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 Şevket Ateş with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Şevket Ateş more than expected).

Fields of papers citing papers by Şevket Ateş

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Şevket Ateş. 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 Şevket Ateş. The network helps show where Şevket Ateş may publish in the future.

Co-authorship network of co-authors of Şevket Ateş

This figure shows the co-authorship network connecting the top 25 collaborators of Şevket Ateş. A scholar is included among the top collaborators of Şevket Ateş 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 Şevket Ateş. Şevket Ateş 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.
Ateş, Şevket, et al.. (2023). Evaluation of Dynamic and Fatigue Behavior of Damaged Steel Beams Strengthened with Different Types of Techniques and a New Strengthening Method Proposal. Arabian Journal for Science and Engineering. 49(4). 4969–4994. 1 indexed citations
2.
Atmaca, Barbaros, Serhat Demi̇r, Murat Günaydın, et al.. (2020). Lessons learned from the past earthquakes on building performance in Turkey. 3(2). 61–84. 24 indexed citations
3.
Atmaca, Barbaros, Serhat Demi̇r, Murat Günaydın, et al.. (2020). Field Investigation on the Performance of Mosques and Minarets during the Elazig-Sivrice Earthquake. Journal of Performance of Constructed Facilities. 34(6). 29 indexed citations
4.
Ateş, Şevket, et al.. (2019). Spatially variable effects on seismic response of the cable-stayed bridges considering local soil site conditions. STRUCTURAL ENGINEERING AND MECHANICS. 70(2). 143–152. 8 indexed citations
5.
Ateş, Şevket, et al.. (2018). Stochastic responses of isolated bridge with triple concave friction pendulum bearing under spatially varying ground motion. STRUCTURAL ENGINEERING AND MECHANICS. 65(6). 771. 5 indexed citations
6.
Ateş, Şevket, et al.. (2018). EFFECTS OF STRAND CONFIGURATION ON PRE-TENSIONED I-GIRDERS. DergiPark (Istanbul University). 36(1). 179–190. 1 indexed citations
7.
Altunışık, Ahmet Can, Şevket Ateş, & Metin Hüsem. (2016). Effect of Construction Errors on the Snow-Induced Failure of a Tribune’s Columns and Roof. Journal of Performance of Constructed Facilities. 31(3). 2 indexed citations
8.
Altunışık, Ahmet Can, Şevket Ateş, & Metin Hüsem. (2016). Lateral buckling failure of steel cantilever roof of a tribune due to snow loads. Engineering Failure Analysis. 72. 67–78. 15 indexed citations
9.
Ateş, Şevket, et al.. (2015). Comparing the dynamic behavior of a hospital-type structure with fixed and isolated base. Earthquakes and Structures. 9(3). 657–671. 1 indexed citations
10.
Ateş, Şevket, et al.. (2014). Comparison of the dynamic responses of Gülburnu Highway Bridge using single and triple concave friction pendulums. Earthquakes and Structures. 7(4). 511–525. 2 indexed citations
11.
Atmaca, Barbaros, et al.. (2014). Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations. Soil Dynamics and Earthquake Engineering. 66. 314–318. 23 indexed citations
12.
Atmaca, Barbaros & Şevket Ateş. (2012). Construction stage analysis of three-dimensional cable-stayed bridges. Steel and Composite Structures. 12(5). 413–426. 18 indexed citations
13.
Ateş, Şevket, et al.. (2012). Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges. STRUCTURAL ENGINEERING AND MECHANICS. 43(5). 637–655. 12 indexed citations
14.
Ateş, Şevket. (2011). Numerical modelling of continuous concrete box girder bridges considering construction stages. Applied Mathematical Modelling. 35(8). 3809–3820. 27 indexed citations
15.
Ateş, Şevket, et al.. (2011). Modeling of triple concave friction pendulum bearings for seismic isolation of buildings. STRUCTURAL ENGINEERING AND MECHANICS. 40(3). 315–334. 11 indexed citations
16.
Ateş, Şevket, et al.. (2011). Site-response effects on RC buildings isolated by triple concave friction pendulum bearings. Computers and Concrete, an International Journal. 8(6). 693–715. 5 indexed citations
17.
Ateş, Şevket & Michael C. Constantinou. (2010). Example of application of response history analysis for seismically isolated curved bridges on drilled shaft with springs representing soil. Soil Dynamics and Earthquake Engineering. 31(3). 334–350. 8 indexed citations
18.
Ateş, Şevket, et al.. (2009). Earthquake response of isolated cable-stayed bridges under spatially varying ground motions. STRUCTURAL ENGINEERING AND MECHANICS. 31(6). 639–662. 15 indexed citations
19.
Bayraktar, Alemdar, Temel Türker, Mehmet Akköse, & Şevket Ateş. (2009). The effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions. Natural Hazards. 52(2). 257–275. 47 indexed citations
20.
Bayraktar, Alemdar, et al.. (2008). Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions. Soil Dynamics and Earthquake Engineering. 29(3). 444–458. 34 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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