I. Planinc

1.6k total citations
69 papers, 1.4k citations indexed

About

I. Planinc is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, I. Planinc has authored 69 papers receiving a total of 1.4k indexed citations (citations by other indexed papers that have themselves been cited), including 63 papers in Civil and Structural Engineering, 32 papers in Building and Construction and 25 papers in Mechanics of Materials. Recurrent topics in I. Planinc's work include Structural Load-Bearing Analysis (34 papers), Structural Analysis and Optimization (26 papers) and Structural Behavior of Reinforced Concrete (25 papers). I. Planinc is often cited by papers focused on Structural Load-Bearing Analysis (34 papers), Structural Analysis and Optimization (26 papers) and Structural Behavior of Reinforced Concrete (25 papers). I. Planinc collaborates with scholars based in Slovenia, Sweden and India. I. Planinc's co-authors include M. Saje, S. Schnabl, Goran Turk, Bojan Čas, Andrej Kryžanowski, Tomaž Hozjan, Matjaž Mikoš, Matija Gams, D. Zupan and Gordan Jelenić and has published in prestigious journals such as Computer Methods in Applied Mechanics and Engineering, Composites Part B Engineering and Journal of Sound and Vibration.

In The Last Decade

I. Planinc

66 papers receiving 1.3k citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
I. Planinc Slovenia 22 1.2k 572 561 206 169 69 1.4k
Chai H. Yoo United States 25 1.5k 1.3× 381 0.7× 590 1.1× 210 1.0× 387 2.3× 81 1.7k
Amin Ghali Canada 23 2.1k 1.7× 1.2k 2.1× 315 0.6× 108 0.5× 180 1.1× 157 2.2k
Gopinatha Nayak India 16 749 0.6× 324 0.6× 361 0.6× 55 0.3× 200 1.2× 70 1.1k
Xiaonong Guo China 21 1.1k 0.9× 277 0.5× 293 0.5× 94 0.5× 335 2.0× 86 1.3k
Young K. Ju South Korea 17 986 0.8× 309 0.5× 101 0.2× 120 0.6× 133 0.8× 76 1.1k
Carol K. Shield United States 24 1.4k 1.2× 927 1.6× 190 0.3× 170 0.8× 294 1.7× 87 1.7k
A. Limam France 16 567 0.5× 255 0.4× 224 0.4× 60 0.3× 195 1.2× 27 815
Javad Vaseghi Amiri Iran 18 1.2k 1.0× 425 0.7× 306 0.5× 118 0.6× 161 1.0× 56 1.3k
Shervin Maleki Iran 21 1.2k 1.0× 416 0.7× 157 0.3× 119 0.6× 164 1.0× 77 1.3k
Murat Dicleli Türkiye 26 1.7k 1.5× 430 0.8× 59 0.1× 148 0.7× 159 0.9× 88 1.8k

Countries citing papers authored by I. Planinc

Since Specialization
Citations

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

Fields of papers citing papers by I. Planinc

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of I. Planinc

This figure shows the co-authorship network connecting the top 25 collaborators of I. Planinc. A scholar is included among the top collaborators of I. Planinc 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 I. Planinc. I. Planinc 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.
Planinc, I., et al.. (2024). A novel family of strain-based finite elements for the analysis of the material softening of planar frames. Computers & Structures. 301. 107442–107442.
2.
Schnabl, S. & I. Planinc. (2017). Buckling of Slender Concrete-Filled Steel Tubes with Compliant Interfaces. Latin American Journal of Solids and Structures. 14(10). 1837–1852. 5 indexed citations
3.
Kryžanowski, Andrej, I. Planinc, & S. Schnabl. (2014). Slip-buckling analysis of longitudinally delaminated composite columns. Engineering Structures. 76. 404–414. 5 indexed citations
4.
Schnabl, S. & I. Planinc. (2012). Exact buckling loads of two-layer composite Reissner’s columns with interlayer slip and uplift. International Journal of Solids and Structures. 50(1). 30–37. 16 indexed citations
5.
Saje, M., et al.. (2012). Buckling of Asymmetrically Delaminated Three-Dimensional Twisted Composite Beam: Exact Solution. Journal of Engineering Mechanics. 139(8). 1124–1132.
6.
Hozjan, Tomaž, et al.. (2012). Analytical solution of linear elastic beams cracked in flexure and strengthened with side plates. Journal of Composite Materials. 47(22). 2847–2864. 3 indexed citations
7.
Schnabl, S., I. Planinc, & Goran Turk. (2012). Buckling Loads of Two-Layer Composite Columns with Interlayer Slip and Stochastic Material Properties. Journal of Engineering Mechanics. 139(8). 961–966. 7 indexed citations
8.
Kryžanowski, Andrej, et al.. (2012). Testing of Concrete Abrasion Resistance in Hydraulic Structures on the Lower Sava River. Strojniški vestnik – Journal of Mechanical Engineering. 58(4). 245–254. 29 indexed citations
9.
Schnabl, S., et al.. (2011). Inelastic buckling load of a locally weakened reinforced concrete column. Engineering Structures. 34. 278–288. 7 indexed citations
10.
Hozjan, Tomaž, et al.. (2010). Fire analysis of steel–concrete composite beam with interlayer slip. Computers & Structures. 89(1-2). 189–200. 28 indexed citations
11.
Planinc, I., et al.. (2010). Analytical solution of two-layer beam including interlayer slip and uplift. STRUCTURAL ENGINEERING AND MECHANICS. 34(6). 667–683. 20 indexed citations
12.
Kryžanowski, Andrej, S. Schnabl, Goran Turk, & I. Planinc. (2009). Exact slip-buckling analysis of two-layer composite columns. International Journal of Solids and Structures. 46(14-15). 2929–2938. 35 indexed citations
13.
Kryžanowski, Andrej, et al.. (2009). Abrasion Resistance of Concrete in Hydraulic Structures. ACI Materials Journal. 106(4). 38 indexed citations
14.
15.
Gams, Matija, M. Saje, I. Planinc, & Marko Kegl. (2009). Optimal size, shape, and control design in dynamics of planar frame structures under large displacements and rotations. Engineering Optimization. 42(1). 69–86. 3 indexed citations
16.
Kryžanowski, Andrej, M. Saje, I. Planinc, & D. Zupan. (2007). Analytical solution for buckling of asymmetrically delaminated Reissner’s elastic columns including transverse shear. International Journal of Solids and Structures. 45(3-4). 1051–1070. 9 indexed citations
17.
Saje, M., et al.. (2007). Exact buckling load of a restrained RC column. STRUCTURAL ENGINEERING AND MECHANICS. 27(3). 293–310. 15 indexed citations
18.
Saje, M., et al.. (2007). Exact buckling analysis of composite elastic columns including multiple delamination and transverse shear. Engineering Structures. 30(6). 1500–1514. 22 indexed citations
19.
Čas, Bojan, et al.. (2005). Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2. International Journal of Solids and Structures. 42(21-22). 5715–5733. 72 indexed citations
20.
Saje, M., et al.. (1997). A kinematically exact finite element formulation of planar elastic-plastic frames. Computer Methods in Applied Mechanics and Engineering. 144(1-2). 125–151. 32 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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