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Publications by Ryunosuke OKAMOTO
Elastic Stress Distribution of Beam Flange Connected to the Box Type Steel Column to H Beam Connection Using Finite Element Method
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Elastic Stress Distributions of Beam Web Connected to a Box Type Steel Column to H-Shaped Beam Connectionusing Finite Element Method
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Related publications
Finite Element Analysis of Composite Beam-To-Column Connection With Cold-Formed Steel Section
Structural Performance of Isolated Steel Beam-To-Column Connection
American Journal of Civil Engineering and Architecture
LIMIT ANALYSIS OF BEAM-COLUMN CONNECTIONS (VII-2) : Connections of Wide-Flange Beam to Box-Column Subjected to Bending and Thrust
Transactions of the Architectural Institute of Japan
Improved Finite Beam Element Method to Analyze the Natural Vibration of Steel-Concrete Composite Truss Beam
Shock and Vibration
Mechanics of Materials
Geotechnical Engineering
Condensed Matter Physics
Mechanical Engineering
Civil
Engineering Geology
Structural Engineering
3d Beam-Column Finite Element Under Non-Uniform Shear Stress Distribution Due to Shear and Torsion
Large Displacement Elastic Analysis of Planar Steel Frames With Flexible Beam-To-Column Connections Under Static Loads by Corotational Beam-Column Element
Journal of Science and Technology in Civil Engineering (STCE) - NUCE
Influence of Beam Flange Width on Yield Strength of Beam Flange-To-Wide Flange Column Connections With Transverse Stiffeners
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Structural Behavior of RHS-Column to H-Beam Connection Reinforced by Increasing Column Thickness Part2
Journal of Structural and Construction Engineering
Building
Construction
Architecture
