Peter Dusicka

1.2k total citations
50 papers, 895 citations indexed

About

Peter Dusicka is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, Peter Dusicka has authored 50 papers receiving a total of 895 indexed citations (citations by other indexed papers that have themselves been cited), including 45 papers in Civil and Structural Engineering, 19 papers in Building and Construction and 9 papers in Mechanics of Materials. Recurrent topics in Peter Dusicka's work include Seismic Performance and Analysis (23 papers), Structural Load-Bearing Analysis (21 papers) and Structural Engineering and Vibration Analysis (18 papers). Peter Dusicka is often cited by papers focused on Seismic Performance and Analysis (23 papers), Structural Load-Bearing Analysis (21 papers) and Structural Engineering and Vibration Analysis (18 papers). Peter Dusicka collaborates with scholars based in United States, Chile and United Kingdom. Peter Dusicka's co-authors include Ahmad M. Itani, Ian G. Buckle, Jeffrey W. Berman, John A. Tinker, Gregory Lewis, David J. Sailor, Max T. Stephens, G. Charles Clifton, Thomas Schumacher and Andrew M. Gleason and has published in prestigious journals such as Energy and Buildings, Engineering Structures and Journal of Structural Engineering.

In The Last Decade

Peter Dusicka

44 papers receiving 847 citations

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
Peter Dusicka United States	16	759	403	146	137	74	50	895
Gerhard Sedlacek Germany	16	623 0.8×	246 0.6×	189 1.3×	263 1.9×	19 0.3×	86	741
František Wald Czechia	16	965 1.3×	443 1.1×	115 0.8×	100 0.7×	18 0.2×	118	1.1k
Guo-Qiang Li China	14	462 0.6×	241 0.6×	92 0.6×	145 1.1×	63 0.9×	19	633
G. Beulah Gnana Ananthi India	20	924 1.2×	547 1.4×	118 0.8×	77 0.6×	20 0.3×	56	994
Andrea Benedetti Italy	16	701 0.9×	285 0.7×	109 0.7×	89 0.6×	43 0.6×	52	826
Cem Topkaya Türkiye	22	1.3k 1.7×	562 1.4×	172 1.2×	149 1.1×	108 1.5×	76	1.3k
Markus Knobloch Germany	17	747 1.0×	501 1.2×	85 0.6×	148 1.1×	18 0.2×	102	872
Khaled Sennah Canada	20	1.1k 1.5×	741 1.8×	54 0.4×	246 1.8×	37 0.5×	111	1.2k
Luiz Carlos Marcos Vieira Brazil	13	438 0.6×	257 0.6×	78 0.5×	82 0.6×	21 0.3×	39	567
Kok Keong Choong Malaysia	11	431 0.6×	160 0.4×	87 0.6×	76 0.6×	64 0.9×	73	512

Countries citing papers authored by Peter Dusicka

Since Specialization

Citations

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

Fields of papers citing papers by Peter Dusicka

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Peter Dusicka

This figure shows the co-authorship network connecting the top 25 collaborators of Peter Dusicka. A scholar is included among the top collaborators of Peter Dusicka 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 Peter Dusicka. Peter Dusicka is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

Schumacher, Thomas, et al.. (2025). Combined passive and active ultrasonic stress wave monitoring of a full-scale laboratory reinforced concrete bridge column subject to reverse-cyclic lateral loading. Journal of Civil Structural Health Monitoring. 15(8). 3397–3420.

Dusicka, Peter, et al.. (2020). Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions. 3 indexed citations

Dusicka, Peter, et al.. (2018). Repair of Seismically Damaged RC Bridge Bent with Ductile Steel Bracing. Steel and Composite Structures. 26(6). 745–757. 1 indexed citations

Clifton, G. Charles, et al.. (2018). Experimental Testing and Design of High Performance Shear Links for Eccentrically Braced Frames. Key engineering materials. 763. 384–393. 3 indexed citations

Dusicka, Peter, et al.. (2018). Intermediate Web Stiffener Spacing Evaluation for Shear Links. Journal of Structural Engineering. 145(2). 16 indexed citations

Dusicka, Peter, et al.. (2016). Cyclic Loading for RC Bridge Columns Considering Subduction Megathrust Earthquakes. Journal of Bridge Engineering. 21(5). 24 indexed citations

Berman, Jeffrey W., et al.. (2016). Quantification of Linked Column Frame Seismic Performance Factors for Use in Seismic Design. Journal of Earthquake Engineering. 20(4). 535–558. 27 indexed citations

Dusicka, Peter, et al.. (2016). Impact of Cascadia Subduction Zone Earthquake on the Seismic Evaluation Criteria of Bridges. 1 indexed citations

Dusicka, Peter, et al.. (2015). Design Implementation of Buckling Restrained Braces for Seismic Retrofitting of Reinforced Concrete Multi-Column Bridge Bents. PDXScholar (Portland State University). 485–496. 7 indexed citations

10.

Stephens, Max T. & Peter Dusicka. (2014). Analytical and Numerical Evaluation of Continuously Stiffened Composite Web Shear Links. Journal of Structural Engineering. 140(6). 1 indexed citations

11.

Stephens, Max T. & Peter Dusicka. (2014). Continuously Stiffened Composite Web Shear Links: Tests and Numerical Model Validation. Journal of Structural Engineering. 140(7). 6 indexed citations

12.

Dusicka, Peter, et al.. (2014). Development of Cyclic Loading Protocol for Bridge Columns Considering Subduction Zone Mega Earthquakes. Texas Advanced Computing Center.

13.

Berman, Jeffrey W., et al.. (2013). Seismic Design Parameters for the Link Column Frame System. 484. 1713–1721. 1 indexed citations

14.

Gleason, Andrew M. & Peter Dusicka. (2012). Strength And Fatigue Of Three Glass Fiber Reinforced Composite Bridge Decks With Mechanical Deck To Stringer Connections. PDXScholar (Portland State University). 1 indexed citations

15.

Dusicka, Peter & Gregory Lewis. (2009). High strength steel bolted connections with filler plates. Journal of Constructional Steel Research. 66(1). 75–84. 23 indexed citations

16.

Dusicka, Peter, et al.. (2008). Concept of Buckling Restraint of Steel Braces with Fiber Reinforced Polymers. Structures Congress 2008. 1–7. 6 indexed citations

17.

Dusicka, Peter, Ahmad M. Itani, & Ian G. Buckle. (2006). Built-up Shear Links as Energy Dissipators for Seismic Protection of Bridges. 15 indexed citations

18.

Dusicka, Peter, Ahmad M. Itani, & Ian G. Buckle. (2004). Finite element investigation of steel built-up shear links subjected to inelastic deformations. Earthquake Engineering and Engineering Vibration. 3(2). 195–203. 14 indexed citations

19.

Itani, Ahmad M., et al.. (2003). Analytical evaluation of built-up shear links under large deformations. Computers & Structures. 81(8-11). 681–696. 5 indexed citations

20.

Dusicka, Peter, Ahmad M. Itani, & Ian G. Buckle. (2002). Cyclic Behavior of Shear Links and Tower Shaft Assembly of San Francisco – Oakland Bay Bridge Tower. 20 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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