Search Results1-16 of  16

  • TADA Motohide ID: 9000006645516

    Dept. of Architectural Eng., Osaka Univ. (2004 from CiNii)

    Articles in CiNii:7

    • 21223 Modeling of base-isolated structures for assessment of vertical responses (2003)
    • 2051 Modeling of base-isolated structures for analysis of combined horizontal and vertical motions (2003)
    • 2047 Online hybrid test by Internet linkage of distributed test analysis domains (2004)
  • TADA Motohide ID: 9000237763371

    Eng. Graduate School of Eng., Osaka Univ. (2014 from CiNii)

    Articles in CiNii:8

    • 2102 Loading Test in the range of Large Monotonic Deformation for Steel Tube Columns with Different Yield Ratios (2012)
    • 22363 Loading Test in the range of Large Monotonic Deformation for Steel Tube Columns with Different Yield Ratios (2012)
    • 22604 Loading Test in the Range of Large Deformation for Steel Tube Columns with Different Steel Grades and Manufacturing Processes : Part1 Outline of Experiment (2013)
  • TADA Motohide ID: 9000242770001

    Dept. of Architectural Engineering, Faculty of Engineering, Osaka University (1995 from CiNii)

    Articles in CiNii:1

    • Analysis of space structures applying incremental perturbation method to strain hardening general yield hinge method (1995)
  • TADA Motohide ID: 9000255842910

    大阪大学工学部建築工学科 (1995 from CiNii)

    Articles in CiNii:1

    • An Analytical Study on Reduction of Stress Concentration at the Underhead Fillet in High-Strength Bolts (1995)
  • TADA Motohide ID: 9000255842951

    大阪大学建築工学科 (1997 from CiNii)

    Articles in CiNii:1

    • Full-Scale Test on Plastic Rotation Capacity of Steel Wide-Flange Beams Connected with Square Tube Steel Columns:(Part 4 : Test for Specimens of Field-Welding Type with a Beam Section of H-600×250×12×25) (1997)
  • TADA Motohide ID: 9000255843062

    大阪大学大学院建築工学専攻 (2001 from CiNii)

    Articles in CiNii:1

    • Comparison of Seismic Design Provisions for Steel Building Structures between U.S. and Japan (2001)
  • TADA Motohide ID: 9000256480885

    大阪大学 建築工学科 (1996 from CiNii)

    Articles in CiNii:1

    • Earthquake Response and Required Strength of Frames With Hysteretic Dampers (1996)
  • TADA Motohide ID: 9000256481574

    大阪大学大学院建築工学専攻 (2002 from CiNii)

    Articles in CiNii:1

    • Simple Estimate of Buckling Strength for Axially Compressed Tube with Single Shear Through-Gusset Connection (2002)
  • TADA Motohide ID: 9000257815828

    Graduate school of Eng., Osaka Univ. (2011 from CiNii)

    Articles in CiNii:1

    • Low cycle fatigue property of 1000N class steel and performances of H-section Column-to-Beam Welded Joints - Investigation on Application of 1000N Class (950N/mm2 Class) Ultra-high Strength Steel for Buildings -:- Investigation on Application of 1000N Class (950N/mm<sup>2</sup> Class) Ultra-high Strength Steel for Buildings - (2011)
  • TADA Motohide ID: 9000257815839

    Graduate school of Eng., Osaka University (2011 from CiNii)

    Articles in CiNii:1

    • Development of 1000N class GMA and SA weld material for buildings - Investigation on Application of 1000N Class Ultra-high Strength Steel for Buildings -:- Investigation on Application of 1000N Class Ultra-high Strength Steel for Buildings - (2011)
  • TADA Motohide ID: 9000272261096

    Graduate School of Eng., Osaka Univ. (2015 from CiNii)

    Articles in CiNii:20

    • 22391 Investigation about Plastic Rotation Capacity of Rectanglar Steel Column Determined by Weld Connections Fracture (2014)
    • 22518 Elastic Buckling Modes of 1-Story 1x1-Span 3D Frames Subjected to Column Axial Forces due to Horizontal Loads No.1 Study using the Numerical Analysis Pragram (2014)
    • 22519 Elastic Buckling Modes of 1-Story 1x1-Span 3D Frames Subjected to Column Axial Forces due to Horizontal Loads No.2 Calculation of The Buckling Load of The Torsional Mode (2014)
  • TADA Motohide ID: 9000315169812

    大阪大学大学院工学研究科 (2017 from CiNii)

    Articles in CiNii:10

    • 22353 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part17: Collapse Analysis by Fishbone-Shaped Model of Steel Moment Frames Considering Strength Degradation of Structural Members (2015)
    • 22354 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part18: Effect of Strength Degradation based on Width-thickness ratio to Dynamic Response of Steel Structure (2015)
    • 22604 Collapse Analysis of Steel Moment Frames Considering Strength Deterioration Caused by Local Bucking and Fracture in Welded Join (2015)
  • TADA motohide ID: 9000303988225

    Osaka Univ , Graduate School of Engineering (2013 from CiNii)

    Articles in CiNii:1

    • 2714 Collaborative Structural Analysis utilizing Individual Programs for Steel Building Structures (2013)
  • Tada Motohide ID: 1000090216979

    大阪大学大学院工学研究科地球総合工学専攻 (2014 from CiNii)

    Articles in CiNii:60

    • Numerical Simulation of Complete Collapse of Steel Building Tested by Large Shaking Table at E-Defense : Study on Complete Collapse of Building by Earthquake (2009)
    • Development of 1000N class GMA and SA weld material for buildings : Investigation on Application of 1000N Class Ultra-high Strength Steel for Buildings (2011)
    • Low cycle fatigue property of 1000N class steel and performances of H-section Column-to-Beam Welded Joints : Investigation on Application of 1000N Class (950N/mm^2 Class) Ultra-high Strength Steel for Buildings (2011)
  • Tada Motohide ID: 9000403778262

    Articles in CiNii:1

    • Earthquake Response of Member Plastic Deformation of Rigid Frame with RHS Column (1994)
  • Tada Motohide ID: 9000403778497

    Articles in CiNii:1

    • Computer Program for Static and Dynamic Analysis of Steel Frames Considering the Deformation of Joint Panel (1994)
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