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Department Of Civil Engineering National Defense Academy | 論文
- EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS
- 軟弱粘土の強度・圧密パラメ-タに与える撹乱の影響
- Capter II Comprehensive Study of Alpha-Nuclei
- Introduction : Chapter I
- Microscopic α-Cluster Model for ^C and ^O Based on Antisymmetrized Molecular Dynamics : Consistent Understanding of the Binding Energies of ^C and ^O : Nuclear Physics
- Hardware Simulation Language Hsl/I
- Relativistic Effects on the Level Structure of Quarkonium
- Scale Laws between Heavy and Light Quarkonium
- 粘性土の強度・圧密パラメーターに及ぼす攪乱の影響(『土質工学会論文報告集』Vol.34,No.3(1994年9月発行)掲載論文の概要)
- EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY
- 泥炭の1次元圧密下の沈下・間隙水圧挙動と圧密パラメ-タの推定
- RUNUP OF TSUNAMIS WITH TRANSIENT WAVE PROFILES INCIDENT ON A CONICAL ISLAND
- Three-Dimensional Symmetry Identification Part III : Experimental Results
- Three-Dimensional Symmetry Identification Part II : General Algorithm and its Application to Medical Images
- Three-Dimensional Symmetry Identification Part I : Theory
- Large |t| Proton-Proton Scattering and Quark-Quark Scattering
- Symplectic Basis for Constructing Intrinsic Wave Functions of the Three-Body System : Nuclear Physics
- ^6He as a Three-Cluster System : Investigation of the Ground State and Continuum 0^+ States : Nuclear Physics
- The Complex Scaled Siegert Method in a Harmonic Oscillator Representation : Nuclear Physics
- Energy Dependence of Proton-Proton Cross Section