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Department Of Civil Engineering Nagoya Institute Of Technology | 論文
- 3D EFFECTS ON EARTH PRESSURE AND DISPLACEMENTS DURING TUNNEL EXCAVATIONS
- INFLUENCE OF SURFACE LOADS AND CONSTRUCTION SEQUENCE ON GROUND RESPONSE DUE TO TUNNELLING
- A SIMPLE ELASTOPLASTIC MODEL FOR NORMALLY AND OVER CONSOLIDATED SOILS WITH UNIFIED MATERIAL PARAMETERS
- A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
- 粒状体から金属まで適用可能な破壊規準と応力・ひずみ関係(『土質工学会論文報告集』Vol. 30,No.2 (1990年6月発行)掲載論文の概要)
- A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
- Seismic Evaluation of Reinforced Concrete Frame and Wall Structures Predicting Reponse Displacement
- 土の新たな力学量と弾塑性構成式への適用
- A NEW MECHANICAL QUANTITY FOR SOILS AND ITS APPLICATION TO ELASTOPLASTIC CONSTITUTIVE MODELS
- 任意三次元応力径路下の砂のせん断挙動とその解析
- NUMERICAL CALCULATIONS OF SOIL RESPONSE OVER A DISPLACING BASEMENT
- AN ISOTROPIC HARDENING ELASTOPLASTIC MODEL FOR SAND CONSIDERING THE STRESS PATH DEPENDENCY IN THREE-DIMENSIONAL STRESSES
- FINITE ELEMENT COMPUTATIONS FOR ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS OF RETAINING WALL
- 大型一次元圧縮試験によるロック材の変形特性の評価とその適用事例
- Creation of Concave-Shaped Conformation in Crystal Structures Using an Iminodicarbonyl Linker. An Application to Solid-State Intramolecular [4+4] Photocycloaddition Reactions of 2-Pyridone Derivatives
- Novel Channel Structure Formed with Methyl 3-(9-Anthrylcarbonyloxy)cholate Using Orthogonally Stacked Building Blocks
- 「土のう」を活用した新しい補強擁壁 (特集 擁壁・補強土壁工法)
- トレスカ, ミーゼス, モール・クーロンおよび松岡・中井の破壊基準の関係
- Simplified Nonlinear Analysis of RC Members with consideration of Pullout Effect
- INFLUENCES OF 3D EFFECTS, WALL DEFLECTION PROCESS AND WALL DEFLECTION MODE IN RETAINING WALL PROBLEMS