スポンサーリンク
Department Of Civil Engineering National Defense Academy | 論文
- Effect of Uncertainties in Nuclear Reaction Rate on Nucleosynthesis Paths(Nuclear Physics)
- Deterioration of Durability and Fundamental Acceleration Mechanism of Neutralization of Concrete Due to Freezing and Thawing Action
- New Deterioration Index of Durability and Strength Evaluation of Structural Concrete under Freezing and Thawing Action
- Evaluation of Deterioration and Specification of Defect of RC Structure by Natural Potential and External Impact-Acoustic Methods
- Resonances in Complex-Scaled Orthogonality Condition Model of Nuclear Cluster System : Nuclear Physics
- Study for properties of unbound states with cluster-orbital shell model approach(International Workshop on Nuclear Structure-New Pictures in the Extended Isospin Space(NS07)-)
- Theoretical Predictions of Low-Lying Three-Body Resonance States in ^6He : Nuclear Physics
- Binding Mechanism of a Neutron-Rich Nucleus ^6He and Its Excited States
- Structure of ^C+^O Molecular Bands : Nuclear Physics
- Three-Alpha Potential in 3α and 4α Orthogonality Condition Models
- Systematic Construction Method of Multi-Cluster Pauli-Allowed States : Nuclear Physics
- Upper-Bound Equation of Compressive Load-Carrying Capacity of RC Column Considering Characteristic of Material and Buckling of Primary Reinforcement
- QED Radiative Corrections to Non-Annihilation Processes Using the Structure Function and the Parton Shower
- Numerical Approach to One-Loop Integrals : Particles and Fields
- The Perturbative QCD and the e^+e^- Single Particle Inclusive Reaction
- Masses and OZI-Allowed Decay Widths of γ States in a Coupled Channel Model
- Study on the Dripline Nuclear System ^Li in the Framework of the Three-Body Model(Microscopic Cluster Models of Light Nuclei and Related Topics)
- Recovery of Connection Relationships among Two-dimensional Objects
- A METHOD FOR CORRECTING CONSOLIDATION PARAMETERS FOR SAMPLE DISTURBANCE USING VOLUMETRIC STRAIN
- EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY