Peter W. Kleeman

641 total citations · 1 hit paper
11 papers, 521 citations indexed

About

Peter W. Kleeman is a scholar working on Civil and Structural Engineering, Management, Monitoring, Policy and Law and Safety, Risk, Reliability and Quality. According to data from OpenAlex, Peter W. Kleeman has authored 11 papers receiving a total of 521 indexed citations (citations by other indexed papers that have themselves been cited), including 11 papers in Civil and Structural Engineering, 4 papers in Management, Monitoring, Policy and Law and 3 papers in Safety, Risk, Reliability and Quality. Recurrent topics in Peter W. Kleeman's work include Landslides and related hazards (4 papers), Structural Analysis and Optimization (3 papers) and Soil and Unsaturated Flow (3 papers). Peter W. Kleeman is often cited by papers focused on Landslides and related hazards (4 papers), Structural Analysis and Optimization (3 papers) and Soil and Unsaturated Flow (3 papers). Peter W. Kleeman collaborates with scholars based in Australia. Peter W. Kleeman's co-authors include Scott W. Sloan, Adrian Page, Manicka Dhanasekar, Mark J. Masia, Hai‐Sui Yu, Robert E. Melchers and E. H. Mansfield and has published in prestigious journals such as Water Resources Research, Computer Methods in Applied Mechanics and Engineering and Journal of Structural Engineering.

In The Last Decade

Peter W. Kleeman

11 papers receiving 480 citations

Hit Papers

Upper bound limit analysis using discontinuous velocity f... 1995 2026 2005 2015 1995 100 200 300
What are hit papers?

Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the same subfield and year (this is the minimum needed to enter the top 1%, not the average within it), or reaches the top citation threshold in at least one of its specific research topics.

  1. Upper bound limit analysis using discontinuous velocity fields
    1995 344 citations Scott W. Sloan, Peter W. Kleeman Computer Methods in Applied Mechanics and Engineering profile →

Peers

Peter W. Kleeman
Kaspar J. William United States
Samuel G. Paikowsky United States
Thomas Kasper Denmark
Wai F. Chen United States
Oriol Arnau Spain
Arash Alimardani Lavasan Germany
Bernhard Maidl Germany
Hongzhan Cheng China
M.N. Viladkar India
Ulrich Maidl Germany
Kaspar J. William United States
Peter W. Kleeman
Citations per year, relative to Peter W. Kleeman Peter W. Kleeman (= 1×) peers Kaspar J. William

Countries citing papers authored by Peter W. Kleeman

Since Specialization
Citations

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

Fields of papers citing papers by Peter W. Kleeman

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Peter W. Kleeman

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

All Works

11 of 11 papers shown
1.
Masia, Mark J., Peter W. Kleeman, & Robert E. Melchers. (2004). Modeling Soil/Structure Interaction for Masonry Structures. Journal of Structural Engineering. 130(4). 641–649. 11 indexed citations
2.
Masia, Mark J., et al.. (2004). Modeling Expansive Soil Movements Beneath Structures. Journal of Geotechnical and Geoenvironmental Engineering. 130(6). 572–579. 26 indexed citations
3.
Masia, Mark J., Robert E. Melchers, & Peter W. Kleeman. (2002). Probabilistic Crack Prediction for Masonry Structures on Expansive Soils. Journal of Structural Engineering. 128(11). 1454–1461. 7 indexed citations
4.
Kleeman, Peter W., et al.. (1998). An infiltration model to predict suction changes in the soil profile. Water Resources Research. 34(7). 1617–1622. 16 indexed citations
5.
Sloan, Scott W. & Peter W. Kleeman. (1995). Upper bound limit analysis using discontinuous velocity fields. Computer Methods in Applied Mechanics and Engineering. 127(1-4). 293–314. 344 indexed citations breakdown →
6.
Yu, Hai‐Sui, Scott W. Sloan, & Peter W. Kleeman. (1994). A quadratic element for upper bound limit analysis. Engineering Computations. 11(3). 195–212. 30 indexed citations
7.
Page, Adrian, Peter W. Kleeman, & Manicka Dhanasekar. (1985). An In-Plane Finite Element Model for Brick Masonry. 1–18. 16 indexed citations
8.
Dhanasekar, Manicka, Peter W. Kleeman, & Adrian Page. (1985). Biaxial Stress‐strain Relations for Brick Masonry. Journal of Structural Engineering. 111(5). 1085–1100. 63 indexed citations
9.
Mansfield, E. H. & Peter W. Kleeman. (1955). A Large‐Deflexion Theory for Thin Plates. Aircraft Engineering and Aerospace Technology. 27(4). 102–108. 4 indexed citations
10.
Mansfield, E. H. & Peter W. Kleeman. (1955). Stress Analysis of Triangular Cantilever Plates. Aircraft Engineering and Aerospace Technology. 27(9). 287–291. 2 indexed citations
11.
Kleeman, Peter W.. (1953). The buckling shear stress of simply-supported, infinitely-long plates with transverse stiffeners. 2 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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