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Department Of Civil Engineering Kyoto University | 論文
- TIME-DEPENDENT STRUCTURE OF HORIZONTAL VORTICES IN UNSTEADY COMPOUND OPEN-CHANNEL FLOWS DURTING RISING AND FALLING STAGES
- A Game-theoretic Approach to Cost Allocation for Infrastructure Arrangement in An Urban Renewal Project
- AUTOMOBILE SAFETY DEVICES AND DRIVERS' OFFSETTING BEHAVIOR
- -1218-USEFULNESS OF CINE MR IMAGING IN ECHOCARDIOGRAPHIC-LIKE ANGLED PLANE FOR THE ESTIMATION OF THE SEVERITY OF VALVULAR REGURGITATION : THE 54th ANNUAL SCIENTIFIC MEETING OF THE JAPANESE CIRCULATION SOCIETY
- MATHEMATICAL SIMULATIONS OF CHANNEL AND OVERLAND FLOOD FLOWS IN VIEW OF FLOOD DISASTER ENGINEERING
- Changes in expression of p38 mitogen-activated protein kinase in the dorsal motor nucleus of the vagus nerve and hypoglossal nucleus after axotomy in adult rats
- A Pummerer-Type Novel Ring Fission of 2-Methylsulfinyl-5,6-dihydro-4H-1,3,4-thiadiazine Derivatives: A Homologation of Aldehydes and Ketones
- A Homologation of Aldehydes and Ketones via the Formation and the Subsequent Pummerertype Ring Fission of 2-Methylsulfinyl-5,6-dihydro-4H-1,3,4-thiadiazine Derivatives
- CONTRIBUTION OF STAINLESS-STEEL SLAG TO THE DEVELOPMENT OF STRENGTH FOR SEABED HEDORO
- ANISOTROPIC STRESS-STRAIN RELATIONSHIP OF CLAY AND ITS APPLICATION TO FINITE ELEMENT ANALYSIS
- Micro Model Simulation Tools for Performance-based Design of a Flood Risk Management System
- Minimum-Work Process for Isothermal Shift of a Brownian Particle
- Minimum-Work Process for Isothermal Shift of a Brownian Particle
- LAGRANGIAN PARTICLE METHOD FOR SIMULATION OF WAVE OVERTOPPING ON A VERTICAL SEAWALL
- 弾粘塑性有限要素法による大阪湾擬似過圧密洪積粘土地盤の長期変形挙動の統一的な評価について
- VERIFICATION OF THE ELASTO-VISCOPLASTIC APPROACH ASSESSING THE LONG-TERM DEFORMATION OF THE QUASI-OVERCONSOLIDATED PLEISTOCENE CLAY DEPOSITS
- DESCRIPTION OF TIME-DEPENDENT BEHAVIOR OF QUASI-OVERCONSOLIDATED OSAKA PLEISTOCENE CLAYS USING ELASTO-VISCOPLASTIC FINITE ELEMENT ANALYSES
- A RIGID-PLASTIC ANALYSIS FOR GRANULAR MATERIALS
- EVALUATION OF SOIL STABILIZED BY FERRUM LIME : Aluminum Sludge for Road Base Materials
- LEACHATE MECHANISM OF LIME AND CEMENT STABILIZED SOILS DUE TO ACID RAIN