Steven E. Pryor

569 total citations
22 papers, 472 citations indexed

About

Steven E. Pryor is a scholar working on Building and Construction, Mechanical Engineering and Civil and Structural Engineering. According to data from OpenAlex, Steven E. Pryor has authored 22 papers receiving a total of 472 indexed citations (citations by other indexed papers that have themselves been cited), including 15 papers in Building and Construction, 14 papers in Mechanical Engineering and 12 papers in Civil and Structural Engineering. Recurrent topics in Steven E. Pryor's work include Wood Treatment and Properties (12 papers), Tree Root and Stability Studies (12 papers) and Seismic Performance and Analysis (10 papers). Steven E. Pryor is often cited by papers focused on Wood Treatment and Properties (12 papers), Tree Root and Stability Studies (12 papers) and Seismic Performance and Analysis (10 papers). Steven E. Pryor collaborates with scholars based in United States and Japan. Steven E. Pryor's co-authors include John W. van de Lindt, Shiling Pei, H. Shimizu, Hiroshi Isoda, Rakesh Kumar Gupta, Douglas R. Rammer, Kenneth J. Fridley, Andrew J. Graettinger, Jingjing Tian and Michael D. Symans and has published in prestigious journals such as Engineering Structures, Journal of Structural Engineering and Canadian Journal of Civil Engineering.

In The Last Decade

Steven E. Pryor

22 papers receiving 454 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Steven E. Pryor United States 9 328 262 170 78 54 22 472
Ioannis Vayas Greece 14 582 1.8× 236 0.9× 124 0.7× 20 0.3× 6 0.1× 90 691
Diego Alejandro Talledo Italy 11 295 0.9× 216 0.8× 83 0.5× 11 0.1× 9 0.2× 32 404
Stéphane Hameury Sweden 7 72 0.2× 240 0.9× 44 0.3× 107 1.4× 12 0.2× 13 309
Ignacio Martín Nieto Spain 12 78 0.2× 75 0.3× 97 0.6× 100 1.3× 15 0.3× 35 398
Tanan Chub-Uppakarn Thailand 8 293 0.9× 74 0.3× 45 0.3× 11 0.1× 9 0.2× 20 366
Bungale S. Taranath United States 9 590 1.8× 207 0.8× 33 0.2× 72 0.9× 7 0.1× 10 669
Pietro Crespi Italy 16 481 1.5× 243 0.9× 55 0.3× 25 0.3× 4 0.1× 59 584
Y. K. Wen United States 10 749 2.3× 212 0.8× 32 0.2× 48 0.6× 8 0.1× 21 797
Jerzy Podgórski Poland 11 177 0.5× 77 0.3× 75 0.4× 15 0.2× 50 0.9× 47 343
Arturo Farfán Martín Spain 13 79 0.2× 66 0.3× 95 0.6× 105 1.3× 15 0.3× 31 395

Countries citing papers authored by Steven E. Pryor

Since Specialization
Citations

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

Fields of papers citing papers by Steven E. Pryor

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Steven E. Pryor. 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 Steven E. Pryor. The network helps show where Steven E. Pryor may publish in the future.

Co-authorship network of co-authors of Steven E. Pryor

This figure shows the co-authorship network connecting the top 25 collaborators of Steven E. Pryor. A scholar is included among the top collaborators of Steven E. Pryor 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 Steven E. Pryor. Steven E. Pryor 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.
Pei, Shiling, et al.. (2025). Shake table test of a full-scale ten-story mass timber building designed with Japanese building standard law. Engineering Structures. 343. 120851–120851. 1 indexed citations
2.
Pang, Weichiang, et al.. (2023). Experimental Characterization of Cantilever Cross-Laminated Timber Diaphragms under In-Plane Shear Load. Journal of Structural Engineering. 150(2). 2 indexed citations
3.
Judd, Johnn P., et al.. (2021). Seismic Performance of Buildings with Special Steel Moment Frames Using Modified End Plate and Shear Plate Connections. Journal of Structural Engineering. 148(3). 1 indexed citations
4.
Lindt, John W. van de, et al.. (2019). Performance-based seismic retrofit procedure with shake table validation. Engineering Structures. 205. 110012–110012. 4 indexed citations
5.
Barbosa, André R., et al.. (2018). Hysteretic Response of Metal Connections on Hybrid Cross-Laminated Timber Panels. Journal of Structural Engineering. 145(1). 21 indexed citations
6.
Judd, Johnn P., Finley A. Charney, & Steven E. Pryor. (2015). Retrofit of Steel-Frame Buildings Using Enhanced Gravity-Frame Connections. 20. 132–143. 4 indexed citations
7.
Lindt, John W. van de, Steven E. Pryor, Weichiang Pang, et al.. (2014). Overview of the NEES-Soft Experimental Program for Seismic Risk Reduction of Soft-Story Woodframe Buildings. 2875–2885. 2 indexed citations
8.
Lindt, John W. van de, et al.. (2014). Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results. Journal of Structural Engineering. 142(4). 100 indexed citations
9.
Lindt, John W. van de, et al.. (2014). Experimental Seismic Collapse Study of a Full-Scale, 4-Story, Soft-Story, Wood-Frame Building. Journal of Architectural Engineering. 21(2). 8 indexed citations
10.
11.
Lindt, John W. van de, et al.. (2014). Seismic Risk Reduction for Soft-Story Wood-Frame Buildings: Test Results and Retrofit Recommendations from the Nees-Soft Project. 1–9. 1 indexed citations
12.
Lindt, John W. van de, et al.. (2013). Lateral design of cross-laminated timber buildings 4. 2 indexed citations
13.
Pryor, Steven E. & Thomas M. Murray. (2013). Next Generation Steel Moment Frame Connections For Integrated Seismic Resistance In Wood Structures. 429–434. 1 indexed citations
14.
Lindt, John W. van de, Xiaoyun Shao, Weichiang Pang, et al.. (2013). Full-scale Dynamic Testing of Soft-Story Retrofitted and Un-Retrofitted Woodframe Buildings. 219–228. 3 indexed citations
15.
Pryor, Steven E. & Thomas M. Murray. (2012). Next Generation Partial Strength Steel Moment Frame Conncections for Seismic Resistance. 27–32. 4 indexed citations
16.
Lindt, John W. van de, Shiling Pei, & Steven E. Pryor. (2011). Construction and Experimental Seismic Performance of a Full-scale Six-story Light-frame Wood Building. Procedia Engineering. 14. 1599–1605. 10 indexed citations
17.
Pei, Shiling, John W. van de Lindt, Chun Ni, & Steven E. Pryor. (2010). Experimental seismic behavior of a five-storey double-midply wood shear wall in a full scale building. Canadian Journal of Civil Engineering. 37(9). 1261–1269. 13 indexed citations
18.
Lindt, John W. van de, Steven E. Pryor, & Shiling Pei. (2010). Shake table testing of a full-scale seven-story steel–wood apartment building. Engineering Structures. 33(3). 757–766. 37 indexed citations
19.
Lindt, John W. van de, et al.. (2007). Performance of Wood-Frame Structures during Hurricane Katrina. Journal of Performance of Constructed Facilities. 21(2). 108–116. 105 indexed citations
20.
Graettinger, Andrew J., et al.. (2006). Overview of Wind Damage to Woodframe Structure Caused by Hurricane Katrina. 1–10. 5 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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