Hiroshi Matsuda
- (1992): Analysis On Geometrical Nonlinear Behavior Of Rectangular Plates. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 455 (octobre 1992).
- (1990): Effects Of Loading Period Of Cyclic Shear On The Settlement Of Saturated Clayey Layer. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 418 (juin 1990).
- (1988): An Analysis of Elasto-plastic Bending of Rectangular Plate. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 392 (avril 1988).
- (1987): Bending Analysis Of Rectangular Plate On Non-uniform Elastic Foundations. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 380 (avril 1987).
- (1985): Characteristics Of Quasi-overconsolidated Clay Induced By Cyclic Loading. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 364 ( 1985).
- (1985): Calculation Of Seismic Earth Pressure Acting On Quay Wall. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 358 (juin 1985).
- (1984): Cyclic Simple Shear Tests On Saturated Clay With Drainage. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984).
- (1997): Estimation Of Post-earthquake Settlement-time Relations Of Clay Layers. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (juin 1997).
- (1998): Effects Of Scp Driving On The Strength Of Clay Outside The Improved Area. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (juin 1998).
- (2000): Decrease In Effective Stress And Reconsolidation Of Saturated Clay Induced By Cyclic Shear. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (septembre 2000).
- (2004): Study On Granulated Blast Furnace Slag Applying To The Ground Improvement. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 764 (juin 2004).
- (2019): FE Modeling and Verification by Model Updating with 3D Shape Measurement and System Identification. Présenté pendant: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.
- (1978): Dynamic Shear Strength of Saturated Clay. Dans: Soils and Foundations, v. 18, n. 1 (mars 1978).
- (1988): Study on the Settlement of Saturated Clay Layer Induced by Cyclic Shear. Dans: Soils and Foundations, v. 28, n. 3 (septembre 1988).
- (2011): Effective Stress Change and Post-Earthquake Settlement Properties of Granular Materials Subjected to Multi-Directional Cyclic Simple Shear. Dans: Soils and Foundations, v. 51, n. 5 (octobre 2011).
- (2013): Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters. Dans: Soil Dynamics and Earthquake Engineering, v. 49 (juin 2013).
- (2018): Earthquake-induced settlement of a clay layer. Dans: Soil Dynamics and Earthquake Engineering, v. 104 (janvier 2018).
- (2002): Development of System for Visualizing of Phenomenon up to Ultimate State of Existing Structures with Image Information Technology. Présenté pendant: IABSE Symposium: Towards a Better Built Environment - Innovation, Sustainability, Information Technology, Melbourne, Australia, 11-13 September 2002.
- (2009): Buckling of Thin-walled Cylinder Shell Specimens with Cut-out Imperfections. Présenté pendant: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009.
- (2009): Shear Design Performance of Beams Reinforced with Steel Fibers and Stirrups. Présenté pendant: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009.
- (2016): A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays. Dans: Bulletin of Earthquake Engineering, v. 15, n. 7 (décembre 2016).
- (2013): Design of a Super Multispan Continuous Girder Bridge Using Enhanced Seismic Response Modification Technologies. Dans: Structural Engineering International, v. 23, n. 2 (mai 2013).
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