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Publications by MASAHIDE TOMII
ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY CONSIDERING SHEARING DEFORMATION OF THE BEAMS AND COLUMNS OF THEIR BOUNDARY FRAMES PART II : General Analysis of One-Story Single-Span Shear Walls
Transactions of the Architectural Institute of Japan
4) Shearing Deformation at Maximum Shearing Load Concerning Quake Resisting Walls With Various Openings
Transactions of the Architectural Institute of Japan
PRACTICAL CALCULATION METHOD OF THE STIFFNESS MATRIX OF FRAMED SHEAR WALLS PART II : Practical Calculation Method of Fundamental Flexibility Matrix
Transactions of the Architectural Institute of Japan
Elastic Analysis of Two-Story or Two-Bay Duplex Framed Shear Walls Subjected to Symmetrical Loads With Respect to the Axes of the Intermediate Members of Their Frames
Transactions of the Architectural Institute of Japan
ELASTIC ANALYSIS OF SHEAR WALLS LOADED SYMMETRICALLY WITH REGARD TO THEIR LONGITUDINAL AND TRANSVERSAL CENTER LINES PART I : Airy's Stress Function, Stresses, Displacements, Etc.
Transactions of the Architectural Institute of Japan
ELASTIC ANALYSIS OF SHEAR WALLS LOADED ANTIMETRICALLY WITH REGARD TO THEIR LONGITUDINAL AND TRANSVERSAL CENTER LINES PART I : Airy's Stress Function, Stresses, Displacements, Etc.
Transactions of the Architectural Institute of Japan
Experimental Studies on Concrete Filled Square Steel Tubular Beam-Columns Subjected to Monotonic Shearing Force and Constant Axial Force
Transactions of the Architectural Institute of Japan
ELASTIC ANALYSIS OF SHEAR WALLS WITH ASYMMETRIC LONGITUDINAL SECTION OR ASYMMETRIC TRANSVERSAL SECTION PART I : Elastic Analysis of the Shear Walls Loaded Antimetrically With Respect to the Center-Line Parallel to Their Asymmetric Section
Transactions of the Architectural Institute of Japan
ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-Degree ORTHOTROPIC PLATES PART I : Analysis of Single-Span Shear Walls
Transactions of the Architectural Institute of Japan