Shintaro Ohno

917 total citations · 1 hit paper
16 papers, 710 citations indexed

About

Shintaro Ohno is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Management, Monitoring, Policy and Law. According to data from OpenAlex, Shintaro Ohno has authored 16 papers receiving a total of 710 indexed citations (citations by other indexed papers that have themselves been cited), including 15 papers in Civil and Structural Engineering, 3 papers in Safety, Risk, Reliability and Quality and 3 papers in Management, Monitoring, Policy and Law. Recurrent topics in Shintaro Ohno's work include Geotechnical Engineering and Soil Stabilization (10 papers), Soil and Unsaturated Flow (8 papers) and Geotechnical Engineering and Soil Mechanics (7 papers). Shintaro Ohno is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (10 papers), Soil and Unsaturated Flow (8 papers) and Geotechnical Engineering and Soil Mechanics (7 papers). Shintaro Ohno collaborates with scholars based in Japan and United States. Shintaro Ohno's co-authors include Ryoichi Fukagawa, Kazunari Sako, Ha H. Bui, Katsuyuki Kawai, Shinya Tachibana, Atsushi Iizuka, Hiroyuki Kyokawa, Hideki Ohta, Kazunori Fujisawa and Akira Murakami and has published in prestigious journals such as International Journal for Numerical and Analytical Methods in Geomechanics, Geotechnical and Geological Engineering and Doboku Gakkai Ronbunshu.

In The Last Decade

Shintaro Ohno

13 papers receiving 674 citations

Hit Papers

align trajectories

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.

Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model

2008 628 citations Ha H. Bui, Ryoichi Fukagawa et al. International Journal for Numerical and Analytical Methods in Geomechanics profile →

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
Shintaro Ohno Japan	5	535	435	270	187	75	16	710
Kazunari Sako Japan	9	535 1.0×	443 1.0×	332 1.2×	196 1.0×	109 1.5×	33	780
Arcesio Lizcano Colombia	15	208 0.4×	567 1.3×	200 0.7×	119 0.6×	55 0.7×	39	702
Wojciech T. Sołowski Finland	13	227 0.4×	393 0.9×	188 0.7×	143 0.8×	71 0.9×	45	579
R. Fukagawa Japan	8	316 0.6×	295 0.7×	177 0.7×	112 0.6×	75 1.0×	19	448
Éric Vincens France	14	192 0.4×	607 1.4×	231 0.9×	100 0.5×	61 0.8×	53	778
Jean-Patrick Plassiard France	9	194 0.4×	453 1.0×	217 0.8×	136 0.7×	63 0.8×	14	600
Weigang Shen China	9	203 0.4×	140 0.3×	340 1.3×	152 0.8×	52 0.7×	21	446
Usama El Shamy United States	19	392 0.7×	823 1.9×	258 1.0×	123 0.7×	79 1.1×	68	1.0k
Samila Bandara United Kingdom	6	704 1.3×	614 1.4×	502 1.9×	337 1.8×	220 2.9×	6	1.0k
Hidehiko Kazama Japan	8	202 0.4×	444 1.0×	294 1.1×	152 0.8×	30 0.4×	18	642

Countries citing papers authored by Shintaro Ohno

Since Specialization

Citations

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

Fields of papers citing papers by Shintaro Ohno

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Shintaro Ohno

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

All Works

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16 of 16 papers shown

Ohno, Shintaro, et al.. (2024). ELASTO-PLASTIC MECHANICAL ANALYSIS CONSIDERING THERMAL AND HYDRAULIC EFFECTS FOR THE IN-SITU EXPERIMENT FOR FULL-SCALE ENGINEERED BARRIER SYSTEM PERFORMANCE EXPERIMENT AT HORONOBE UNDERGROUND RESEARCH LABORATORY. Japanese Journal of JSCE. 80(8). n/a–n/a. 1 indexed citations

Kyokawa, Hiroyuki, et al.. (2020). A method for extending a general constitutive model to consider the electro‐chemo‐mechanical phenomena of mineral crystals in expansive soils. International Journal for Numerical and Analytical Methods in Geomechanics. 44(6). 749–771. 15 indexed citations

Kyokawa, Hiroyuki, et al.. (2017). Long-term mechanical analysis code considering chemical alteration for a TRU waste geological repositor. 24(1). 15–26. 3 indexed citations

Murakami, Akira, et al.. (2017). Model identification and parameter estimation of elastoplastic constitutive model by data assimilation using the particle filter. International Journal for Numerical and Analytical Methods in Geomechanics. 42(1). 110–131. 7 indexed citations

Murakami, Akira, et al.. (2012). Identification of elast oplastic constitutive model and its parameters using the particle filter. Journal of Japan Society of Civil Engineers Ser A2 (Applied Mechanics (AM)). 68(2). I_115–I_126.

Murakami, Takeshi, et al.. (2012). PREDICTION OF HORIZONTAL DEFORMATION OF LARGE SCALE SEAWALL BY ELASTO-VISCOPLASTIC FINITE ELEMENT ANALYSIS. Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering). 68(2). 224–238. 1 indexed citations

Ohno, Shintaro, et al.. (2010). Theoretical Evaluation of the Mechanical Behavior of Unsaturated Soils. Geotechnical and Geological Engineering. 29(2). 171–180. 3 indexed citations

Ohno, Shintaro, et al.. (2009). The Rock Creep Evaluation in the Analysis System for the Long-Term Behavior of TRU Waste Disposal System. 291–297. 2 indexed citations

Kanazawa, Shin-ichi, Shinya Tachibana, Katsuyuki Kawai, Shintaro Ohno, & Atsushi Iizuka. (2008). . Journal of Applied Mechanics. 11. 331–338. 3 indexed citations

10.

Bui, Ha H., Ryoichi Fukagawa, Kazunari Sako, & Shintaro Ohno. (2008). Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model. International Journal for Numerical and Analytical Methods in Geomechanics. 32(12). 1537–1570. 628 indexed citations breakdown →

11.

Kawai, Katsuyuki, et al.. (2008). . Journal of Applied Mechanics. 11. 443–450. 1 indexed citations

12.

Ohno, Shintaro, Katsuyuki Kawai, & Shinya Tachibana. (2007). ELASTO-PLASTIC CONSTITUTIVE MODEL FOR UNSATURATED SOIL APPLIED EFFECTIVE DEGREE OF SATURATION AS A PARAMETER EXPRESSING STIFFNESS. Doboku Gakkai Ronbunshuu C. 63(4). 1132–1141. 24 indexed citations

13.

Ohno, Shintaro, Atsushi Iizuka, & Hideki Ohta. (2006). . Journal of Applied Mechanics. 9. 407–414. 17 indexed citations

14.

Iizuka, Atsushi, et al.. (2006). An Evaluation Method for the Volume Change Characteristics of Compacted Soil. 837–848. 4 indexed citations

15.

Iizuka, Atsushi, et al.. (2005). A STUDY OF THE EVALUATIION METHOD FOR DEFORMATION CHARACTERISTIC OF COMPACTED SOIL. Doboku Gakkai Ronbunshu. 2005(806). 806_33–806_44.

16.

Iizuka, Atsushi, et al.. (2002). Soil/water coupled dynamic F. E. analysis using an elasto-plastic constitutive model with a subloading surface. Journal of Applied Mechanics. 5. 601–610. 1 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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