Search Results1-10 of  10

  • Kuranishi Masatsugu ID: 9000017616312

    Articles in CiNii:1

    • The Buckling Stress of Thin Cylindrical Shell under Axial Compressive Load,forming Axial-Symmetrical Deformation (1950)
  • KURANISHI Masatsugu ID: 9000003688921

    Articles in CiNii:23

    • ゆがみ捩りを考慮した格子げたの新しい解法 (1979)
    • Problems in Structural Research of Modern Airplanes (1953)
    • Chatting on the Strength of Materials (1979)
  • KURANISHI Masatsugu ID: 9000020081990

    Articles in CiNii:1

    • Shear Flow Theory of a Flat Panel Structure with Rigid Joints and Its Application (1976)
  • KURANISHI Masatsugu ID: 9000020175624

    Articles in CiNii:1

    • A New Bending Theory of Thin Cylindrical Shell (1950)
  • KURANISHI Masatsugu ID: 9000020228649

    Articles in CiNii:1

    • Stresses and Deformations in Stiffened Panels with Rectangular Cut-Outs (On the Case of Uniform Tensile Loads) (1979)
  • KURANISHI Masatsugu ID: 9000254265601

    日本大学理工学部機械工学科 (1982 from CiNii)

    Articles in CiNii:1

    • An Elastoplastic Analysis of Uniform Bars with Initial Deflection under Opposite Tension Loads at Ends (Report 1) (1982)
  • KURANISHI Masatsugu ID: 9000254743904

    日本大学理工学部 (1975 from CiNii)

    Articles in CiNii:1

    • Bending of Thin-walled Beams with Semi-closed Section (1975)
  • KURANISHI Masatsugu ID: 9000254743907

    日本大学理工学部 (1975 from CiNii)

    Articles in CiNii:1

    • Torsion of Thin-walled Beams with Semi-closed Section (1975)
  • KURANISHI Masatsugu ID: 9000254744898

    日本大学理工学部機械工学科 (1984 from CiNii)

    Articles in CiNii:1

    • An elastoplastic analysis of uniform bars with initial deflection under opposite tension loads at ends (Report 2) Plastic region occuring partially and temporarily on the compression side.:Plastic Region Occuring Partially and Temporarily on the Compression Side (1984)
  • KURANISHI Masatsugu ID: 9000254745077

    日本大学理工学部機械工学科 (1986 from CiNii)

    Articles in CiNii:1

    • An elastoplastic analysis of uniform bars with initial deflection under opposite tension loads at ends. (Report 3) Comparison with the same bar subjected to central compression loads at ends.:Comparison with the Same Bar Subjected to Central Compression Loads at Ends (1986)
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