Toshihiro Noda

发表

Sensitivity Analysis of Parameters in SYS Cam-Clay Model

Bin Bin Xu, Toshihiro Noda, Kentaro Nakai, 2014 .

講義を行なう建物ごと自由振動させる体験型振動工学授業の試み;講義を行なう建物ごと自由振動させる体験型振動工学授業の試み;An Attempt on Experience-based Vibration Engineering Program: Building to Perform a Lecture Vibrated Freely

Toshihiro Noda, Susumu Hara, Nobuo Fukuwa, 2017 .

Realization of Uniform Deformation under Three-Dimensional Condition Based on Soil-Water Coupled Analysis Considering Inertia Forces

Bin Bin Xu, Toshihiro Noda, Kentaro Nakai, 2014 .

620 Maybe the World's First Attempt on Vibration Engineering Lecture : Report of Experience-Based Program : Building to Perform a Lecture Vibrated Freely

Toshihiro Noda, Susumu Hara, Nobuo Fukuwa, 2016 .

TIME DEPENDENT EARTH PRESSURE BEHAVIOR IN SUPPORTED EXCAVATION

Toshihiro Noda, Akira Asaoka, Toshihiro Takaine, 1999 .

Vibration Engineering Education Utilizing Nagoya University Disaster Mitigation Research Building (Gensai-kan)

Shogo Okamoto, Toshihiro Noda, Susumu Hara, 2018 .

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, 2008 .

Simulation and evaluation of improvement effects by vertical drains/vacuum consolidation on peat ground under embankment loading based on a macro-element method with water absorption and discharge functions

Toshihiro Noda, Motohiro Inagaki, Shotaro Yamada, 2015 .

Study on Origins of Reverse Lane Usage using Nagel-Schreckenberg Model.

Toshihiro Noda, Yasuhiro Hieida, Shin-ichi Tadaki, 2018 .

Soil-water coupled finite deformation analysis on subgrade reaction force acting on the underground pile

Toshihiro Noda, Kentaro Nakai, Seiichi Komura, 2014 .

Three-dimensional evaluative analysis on peripheral circumference due to compaction in loose sandy ground

Toshihiro Noda, Akira Asaoka, Hidekatsu Takeuchi, 2013 .

CONSOLIDATION DEFORMATION BEHAVIOR OF LIGHTLY AND HEAVILY OVERCONSOLIDATED CLAY FOUNDATIONS

Toshihiro Noda, Akira Asaoka, G.S.K. Fernando, 1998 .

DEFORMATION ANALYSES OF PILED RAFT FOUNDATION IN TERMS OF SETTLEMENT REDUCTION AND LOAD SHARING RATIO

Toshihiro Noda, Akira Asaoka, Mutsumi Tashiro, 2005 .

Determination of Parameter in SYS Cam-Clay Model of Ultra-Soft Clay

Bin Bin Xu, Toshihiro Noda, 2015 .

Finite element analysis of hollow cylinder test taking torque rate into consideration

Toshihiro Noda, Binbin Xu, 2016 .

Ten Years Performance of a Water-Resistant Airport Runway Constructed on Reclaimed Ground

Toshihiro Noda, Koji Kato, Hiroshi Kanazawa, 2010 .

Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment

Toshihiro Noda, Toshihiro Nonaka, Shotaro Yamada, 2017 .

Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil

Toshihiro Noda, Akira Asaoka, Kazuhiro Kaneda, 1998 .

A three-dimensional soil–water coupled FE analysis of hollow cylinder test concerning non-uniform deformation

Toshihiro Noda, Toshihiro Takaine, Binbin Xu, 2013 .

PROGRESSIVE CONSOLIDATION SETTLEMENT OF NATURALLY DEPOSITED CLAYEY SOIL UNDER EMBANKMENT LOADING

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2005 .

Co-Seismic and Post-Seismic Behavior of an Alternately Layered Sand-Clay Ground and Embankment System Accompanied by Soil Disturbance

Toshihiro Noda, Akira Asaoka, Hidekatsu Takeuchi, 2009 .

EXPLANATION OF CYCLIC MOBILITY OF SOILS: APPROACH BY STRESS-INDUCED ANISOTROPY

Feng Zhang, Toshihiro Noda, Masaki Nakano, 2007 .

PROGRESSIVE FAILURE OF HEAVILY OVERCONSOLIDATED CLAYS

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 1999 .

DELAYED FAILURE IN SOFT CLAY FOUNDATIONS

Toshihiro Noda, Akira Asaoka, G.S.K. Fernando, 2000 .

SOIL-WATER COUPLED BEHAVIOR OF HEAVILY OVERCONSOLIDATED CLAY NEAR/AT CRITICAL STATE

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 1997 .

SOIL-WATER COUPLED BEHAVIOUR OF SATURATED CLAY NEAR/AT CRITICAL STATE

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 1994 .

Studies on Stability of Two-degree-of-freedom Articulated Pipes Conveying Fluid : Effect of an Attached Mass and Damping

Toshihiro Noda, Yoshihiko Sugiyama, Y. Sugiyama, 1981 .

Elasto-plastic Behavior of Structured Overconsolidated Soils

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2000 .

GROUND IMPROVEMENT OF INTERMEDIATE RECLAIMED LAND BY COMPACTION THROUGH CAVITY EXPANSION OF SAND PILES

Toshihiro Noda, Masaki Nakano, T. Noda, 2008 .

DELAYED COMPRESSION/CONSOLIDATION OF NATURAL CLAY DUE TO DEGRADATION OF SOIL STRUCTURE

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2000 .

AN ELASTO-PLASTIC DESCRIPTION OF TWO DISTINCT VOLUME CHANGE MECHANISMS OF SOILS

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2002 .

Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage)

Toshihiro Noda, Motoki Kazama, M. Kazama, 2012 .

Simulation of shear and one-dimensional compression behavior of naturally deposited clays by super/subloading yield surface Cam-clay model

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2005 .

Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil

Toshihiro Noda, Akira Asaoka, Shotaro Yamada, 2007 .

EFFECTS OF CHANGES IN GEOMETRY ON THE LINEAR ELASTIC CONSOLIDATION DEFORMATION

Toshihiro Noda, Akira Asaoka, G.S.K. Fernando, 1997 .

Imperfection-sensitive bifurcation of cam-clay under plane-strain compression with undrained boundaries

Toshihiro Noda, Akira Asaoka, A. Asaoka, 1995 .

SUPERLOADING YIELD SURFACE CONCEPT FOR HIGHLY STRUCTURED SOIL BEHAVIOR

Toshihiro Noda, Akira Asaoka, Masaki Nakano, 2000 .