Toshihiro Noda - Concepedia

Author

Toshihiro Noda

Nagoya University ORCID

Also Known As

NODA Toshihiro, Noda T., T Noda, T. Noda, TOSHIHIRO NODA, Toshihiro NODA, Toshihiro Noda

201

Publications

2.4K

Citations

H-Index

Concepts

All Affiliations

Nagoya University Wake Forest University Central Japan Railway (Japan)Tohoku University

About

Toshihiro Noda is an author at Nagoya University specializing in engineering, civil engineering, and geomechanics.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	18	32	1.7K
2	Medicine	3	3	106
3	Natural Sciences	2	2	62
4	Health Sciences	1	1	35
5	Applied Physiology	1	1	35

Toshihiro Noda

Publications

2.1K

Citations

H-Index

Page 1

	Year	Citations
Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage) Motoki Kazama, Toshihiro Noda SOILS AND FOUNDATIONS EngineeringDamage StatisticsTohoku Earthquake DamageEarthquake ScenarioEarth Science	2012	273
An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils Akira Asaoka, Toshihiro Noda, Eiji Yamada, SOILS AND FOUNDATIONS Soil PropertyElasto-plastic DescriptionEngineeringCivil EngineeringSoil Structure	2002	235
Superloading Yield Surface Concept For Highly Structured Soil Behavior Akira Asaoka, Masaki Nakano, Toshihiro Noda SOILS AND FOUNDATIONS Geotechnical EngineeringEngineeringSoil StructureGeomechanicsYield Surface Concept	2000	225
Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy Feng Zhang, Bin Ye, Toshihiro Noda, SOILS AND FOUNDATIONS Geotechnical EngineeringSoil PedologyEngineeringCivil EngineeringSoil Structure	2007	178
Effect of heart failure on the mechanism of exercise-induced augmentation of mitral valve flow. C P Cheng, Toshihiro Noda, Takashi Nozawa, Circulation Research	1993	125
Soil-Water Coupled Behaviour of Saturated Clay Near/At Critical State Akira Asaoka, Masaki Nakano, Toshihiro Noda SOILS AND FOUNDATIONS EngineeringCivil EngineeringClaysSoil StructureSoil Physic	1994	110
Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model Toshihiro Noda, Akira Asaoka, Masaki Nakano SOILS AND FOUNDATIONS Geotechnical EngineeringHydrogeologySys Cam-clay ModelRate-type EquationEngineering	2008	105
Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State Akira Asaoka, Masaki Nakano, Toshihiro Noda SOILS AND FOUNDATIONS Geotechnical EngineeringSoil CompactionEngineeringCivil EngineeringClays	1997	72
Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries Akira Asaoka, Toshihiro Noda SOILS AND FOUNDATIONS Geotechnical EngineeringEngineeringStrain LocalizationGeotechnical PropertyMechanics	1995	65
Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure Akira Asaoka, Masaki Nakano, Toshihiro Noda, SOILS AND FOUNDATIONS Geotechnical EngineeringSoil CompactionEngineeringNatural Clay DueCivil Engineering	2000	55

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