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Publications by TSUNEO IWASHITA
On THE ANALYSIS OF THE FRAME WITH SHEAR WALLS AND SLABS (PART I) : The Analytical Procedure and the Accuracy of Calculation
Transactions of the Architectural Institute of Japan
Related publications
Simplified Maximum Strength Formula of Framed Shear Walls With an Opening and Its Analytical Accuracy.
Concrete Research and Technology
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
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 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
[D]-Value OF OPEN-SECTION SHEAR WALLS ON ELASTIC FOUNDATIONS : The Three Dimensional Analysis of Open-Section Shear Walls Included in Frames Part 4
Journal of Structural and Construction Engineering (Transactions of AIJ)
Analytical Study on the Effective Flange Width for T-Shaped Shear Walls
Periodica Polytechnica: Civil Engineering
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Finite-Element Mode for Parametric Analysis of Wood Frame Shear Walls
Experimental Study on the Performance of the Shear Walls With the Nails Rusting
Journal of Structural and Construction Engineering
Building
Construction
Architecture
EFFECTS OF LOADING METHODS ON RESTORING FORCE CHARACTERISTICS OF SHEAR WALLS IN TIMBER-FRAME-CONSTRUCTION AND THEIR MODELING METHODS : Study on Restoring Force Characteristics of Shear Walls in Timber-Frame-Construction for Wind Performance Part 1
Journal of Structural and Construction Engineering
Building
Construction
Architecture
