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Architectural Engineering, Kyoto University | 論文
- VARIATIONAL PRINCIPLES FOR CONSOLIDATION
- FINITE ELEMENT METHOD APPLIED TO BIOT'S CONSOLIDATION THEORY
- STIFFNESS MATRIX FOR BEAMS ON ELASTIC FOUNDATION BY VIRTUAL WORK PRINCIPLE
- BEARING CAPACITY OF DEEP FOUNDATIONS IN SATURATED CLAYS
- FINITE ELEMENT ANALYSIS OF CONSOLIDATION FOLLOWING UNDRAINED DEFORMATION