R. Gordon Wight

943 total citations
27 papers, 742 citations indexed

About

R. Gordon Wight is a scholar working on Building and Construction, Civil and Structural Engineering and Mechanical Engineering. According to data from OpenAlex, R. Gordon Wight has authored 27 papers receiving a total of 742 indexed citations (citations by other indexed papers that have themselves been cited), including 26 papers in Building and Construction, 25 papers in Civil and Structural Engineering and 2 papers in Mechanical Engineering. Recurrent topics in R. Gordon Wight's work include Structural Behavior of Reinforced Concrete (26 papers), Concrete Corrosion and Durability (15 papers) and Innovative concrete reinforcement materials (12 papers). R. Gordon Wight is often cited by papers focused on Structural Behavior of Reinforced Concrete (26 papers), Concrete Corrosion and Durability (15 papers) and Innovative concrete reinforcement materials (12 papers). R. Gordon Wight collaborates with scholars based in Canada and United States. R. Gordon Wight's co-authors include Mark F. Green, Raafat El‐Hacha, Yail J. Kim, M. A. Erki, P. J. Heffernan, Marie Carrière, Abass Braimah and F. Michael Bartlett and has published in prestigious journals such as Engineering Structures, Journal of Composites for Construction and ACI Structural Journal.

In The Last Decade

R. Gordon Wight

27 papers receiving 660 citations

Peers

R. Gordon Wight

CSE

Carlos Lázaro Spain

Eric P. Steinberg United States

Yunbiao Luo China

Moataz Badawi Egypt

Chi-Young Jung South Korea

İlker Fatih Kara Türkiye

Wenjing Wang China

Hans Gesund United States

Zhijian Duan China

Byung-Suk Kim South Korea

Carlos Lázaro Spain

R. Gordon Wight

486 ×0.7

CSE

476 ×0.7

27 ×0.7

22 ×0.7

33 ×1.4

Citations per year, relative to R. Gordon Wight R. Gordon Wight (= 1×) peers Carlos Lázaro

Countries citing papers authored by R. Gordon Wight

Since Specialization

Citations

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

Fields of papers citing papers by R. Gordon Wight

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by R. Gordon Wight. 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 R. Gordon Wight. The network helps show where R. Gordon Wight may publish in the future.

Co-authorship network of co-authors of R. Gordon Wight

This figure shows the co-authorship network connecting the top 25 collaborators of R. Gordon Wight. A scholar is included among the top collaborators of R. Gordon Wight 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 R. Gordon Wight. R. Gordon Wight 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

Bartlett, F. Michael, et al.. (2020). Live load factors for military traffic in bridge evaluation. Canadian Journal of Civil Engineering. 48(11). 1552–1561. 4 indexed citations

Wight, R. Gordon, et al.. (2016). Acceptable Risk in Military Bridge Evaluation. 11(2). 197–209. 2 indexed citations

Kim, Yail J., et al.. (2013). A parametric study and rating of steel I-girder bridges subjected to military load classification trucks. Engineering Structures. 56. 709–720. 8 indexed citations

Kim, Yail J., et al.. (2010). Load Configuration and Lateral Distribution of NATO Wheeled Military Trucks for Steel I-Girder Bridges. Journal of Bridge Engineering. 15(6). 740–748. 17 indexed citations

Kim, Yail J., Mark F. Green, & R. Gordon Wight. (2010). Effect of prestress levels in prestressed CFRP laminates for strengthening prestressed concrete beams: A numerical parametric study. PCI Journal. 55(2). 96–108. 9 indexed citations

Kim, Yail J., et al.. (2009). Punching Shear of Two-way Slabs Retrofitted with Prestressed or Non-prestressed CFRP Sheets. Journal of Reinforced Plastics and Composites. 29(8). 1206–1223. 26 indexed citations

Kim, Yail J., Mark F. Green, & R. Gordon Wight. (2009). Bond and Short-term Prestress Losses of Prestressed Composites for Strengthening PC Beams with Integrated Anchorage. Journal of Reinforced Plastics and Composites. 29(9). 1277–1294. 17 indexed citations

Carrière, Marie, P. J. Heffernan, R. Gordon Wight, & Abass Braimah. (2009). Behaviour of steel reinforced polymer (SRP) strengthened RC members under blast loadThis paper is one of a selection of papers in the Special Issue on Blast Engineering.. Canadian Journal of Civil Engineering. 36(8). 1356–1365. 32 indexed citations

Kim, Yail J., et al.. (2009). Recent Advances in Performance Evaluation and Flexural Response of Existing Bridges. Journal of Performance of Constructed Facilities. 23(3). 190–200. 15 indexed citations

10.

Heffernan, P. J., et al.. (2008). Blast testing of CFRP and SRP strengthened RC columns. WIT transactions on the built environment. I. 95–104. 6 indexed citations

11.

Kim, Yail J., R. Gordon Wight, & Mark F. Green. (2008). Flexural Strengthening of RC Beams with Prestressed CFRP Sheets: Using Nonmetallic Anchor Systems. Journal of Composites for Construction. 12(1). 44–52. 43 indexed citations

12.

El‐Hacha, Raafat, R. Gordon Wight, & Mark F. Green. (2004). Prestressed Carbon Fiber Reinforced Polymer Sheets for Strengthening Concrete Beams at Room and Low Temperatures. Journal of Composites for Construction. 8(1). 3–13. 55 indexed citations

13.

El‐Hacha, Raafat, Mark F. Green, & R. Gordon Wight. (2004). Flexural behaviour of concrete beams strengthened with prestressed carbon fibre reinforced polymer sheets subjected to sustained loading and low temperature. Canadian Journal of Civil Engineering. 31(2). 239–252. 19 indexed citations

14.

Wight, R. Gordon, Raafat El‐Hacha, & M. A. Erki. (2003). Prestressed and non-prestressed CFRP sheet strengthening: damaged continuous reinforced concrete beams. International Journal of Materials and Product Technology. 19(1/2). 96–96. 17 indexed citations

15.

El‐Hacha, Raafat, R. Gordon Wight, P. J. Heffernan, & M. A. Erki. (2003). PRESTRESSED CFRP SHEETS FOR STRENGTHENING REINFORCED CONCRETE STRUCTURES IN FATIGUE. 895–904. 9 indexed citations

16.

Wight, R. Gordon & M. A. Erki. (2003). Prestressed CFRP Sheets for Strengthening Concrete Slabs in Fatigue. Advances in Structural Engineering. 6(3). 175–182. 3 indexed citations

17.

Wight, R. Gordon, Mark F. Green, & M. A. Erki. (2001). Prestressed FRP Sheets for Poststrengthening Reinforced Concrete Beams. Journal of Composites for Construction. 5(4). 214–220. 119 indexed citations

18.

Wight, R. Gordon, Raafat El‐Hacha, & M. A. Erki. (2001). CFRP SHEET STRENGTHENING DAMAGED CONTINUOUS REINFORCED CONCRETE BEAMS. 1 indexed citations

19.

El‐Hacha, Raafat, R. Gordon Wight, & Mark F. Green. (2001). Prestressed fibre‐reinforced polymer laminates for strengthening structures. Progress in Structural Engineering and Materials. 3(2). 111–121. 102 indexed citations

20.

Wight, R. Gordon, et al.. (1996). POST-STRENGTHENING PRESTRESSED CONCRETE BEAMS WITH PRESTRESSED FRP SHEETS. 6 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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