Masahiro Shirato
- A Constitutive Model With Micro-slip Mechanism And Its Application To Large Deformation Problems. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 598 (Juli 1998). (1998):
- A Model With The Swelling Out Of Re-bar For Cast In Place Pile And Its Application To Estimate The Effect Of Kinematic Interaction On Pile Foundation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 689 (Oktober 2001). (2001):
- Some Discussions Toward The Implementation Of Partial Factor Design Of Foundations. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (September 2004). (2004):
- Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element. In: Soils and Foundations, v. 48, n. 5 (Oktober 2008). (2008):
- Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis. In: Soils and Foundations, v. 42, n. 5 (Oktober 2002). (2002):
- A New Nonlinear Hysteretic Rule for Winkler Type Soil-Pile Interaction Springs that Considers Loading Pattern Dependency. In: Soils and Foundations, v. 46, n. 2 (April 2006). (2006):
- Current Status of Ductility Design of Abutment Foundations Against Large Earthquakes. In: Soils and Foundations, v. 46, n. 3 (Juni 2006). (2006):
- Effects of Stress-Dilatancy Behavior of Soil on Load Transfer Hysteresis in Soil-Pile Interaction. In: Soils and Foundations, v. 46, n. 3 (Juni 2006). (2006):
- Large-Scale Shake Table Experiment and Numerical Simulation on the Nonlinear Behavior of Pile-Groups Subjected to Large-Scale Earthquakes. In: Soils and Foundations, v. 48, n. 3 (Juni 2008). (2008):
- Most impacting conventional design parameters on the seismic permanent displacement of shallow foundations. In: Soils and Foundations, v. 52, n. 2 (April 2012). (2012):
- Development of the Design Codes Grounded on the Performance-Based Design Concept in Japan. In: Soils and Foundations, v. 50, n. 6 (Dezember 2010). (2010):
- Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes. In: Soils and Foundations, v. 48, n. 5 (Oktober 2008). (2008):
- Seismic behaviour of shallow foundations: Shaking table experimentsvs numerical modelling. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 4 (10 April 2008). (2008):
- Steel bridge deterioration data in Japan and modelling. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 170, n. 2 (Juni 2017). (2017):