Graduate Student

Imai M.: Strength Evaluation Method for CES Embedded Column-Bases

Under Graduate Student

Nagaoka S.:  Analytical Study on Shear Strength of RC Foundation Beams with holes with Different Loading Methods

Bessho K.:  Comparison of Microtremor Measurements and Structural Analyisis models for a SRC building with Long and Narrow Planar and Atrium

Graduate Student

Kugai K.: Proposal for Design Method of Pile Caps for Single Pile with Horizontal Two-Way Eccentrisity

Nishino T.: Structural Performance Evaluation Method for CES Umembedded Type Column Bases

Under Graduate Student

Kataoka S.: FEM Analysis of CES Columns with Spandrels with Different Wall Reinforcement Anchorage Conditions 

Sato H.:  Ultimate Strength of RC Foundation Beams with Different Through Hole Diameters

Takehara M.: Deformation Characteristics of Base-Plate in Non-Embedded CES Column Bases

Hirono M.: Shear Stress State of RC Foundation Beams with Through Holes

Makino K.: Vibration Characteristics of 5-Story SRC Building With Open Ceilings 

Miyahara T.:  Consideration of FEM Modeling Method for RC Beams with Different Shear Reinforcement Ratios

Watarai S.: Strength Evaluation of Non-Embedded CES Column Bases with Different Bending Strength

Under Graduate Student

Okazaki F.:  Structural Performance of Non-Embedded CES Column Bases with Ribs under Base Plate

Imai M.:  Strength Evaluation Method for CES Embedded Column bases subjected to base failure

Ohsera T.: Accuracy of Strength Evaluation for EWECS Columns 

Tanaka S.:  Strength Evaluation for Pile-Caps with Bi-Axially Eccentricity

Nakashima S.:  Shear Strength Evaluation with Crack width for RC Beams 

Under Graduate Student

Ikeda K.:  Effects of Critical Section Modeling on Forming Plastic Hinges for an 8-Story RC Building with Secondary Walls

Kanbara H.:  Effect of Embedded Depth Ratio and Divided Method of Laminated Timber on the Structural Performance of EWECS Column Bases

Kugai K.: Study on Stress State of Reinforcing Bar for Pile-Cap with Horizontal Two-Direction Eccentricity

Kubota Y.:  Analytical Studies on Stress State of Pile-Caps with Bi-Axially Eccentricity

Nishino T.:  Effect of Axial Force Ratio on Structural Performance of CES Exposed Column Bases

Funamoto T.: Effects of the Element Count on FEM Analysis for RC Shear Walls

Under Graduate Student

Kanbara R.:  Analytical Study on Opening Width of Reinforced Concrete Slabs

Satake K.: Analytical Study of Reinforced Concrete Pile-Caps with Bi-Directional Eccentrisity

Naka S.: Study on CES Shear Walls with Multi-Openings with Different Height between Openings of Upper and Lower Stories

Hatanaka K.: Analytical Study on Seismic Performance of 8-Stories RC Building with Secondary Walls

Under Graduate Student

Funahashi N.: Stress Transferring Resistance of CES Embedded Column Bases