Search Results1-11 of  11

  • KOETAKA Yuji ID: 1000080343234

    Dept. of Architecture and Architectural Eng., Kyoto univ. (2017 from CiNii)

    Articles in CiNii:57

    • 大成式座屈拘束ブレースの開発 (2000)
    • Mechanical properties of Cu-Al-Mn superelastic alloys as a damping material for building structures (2008)
    • Design criteria of buckling-restrained brace to prevent out-of-plane buckling (2009)
  • KOETAKA Yuji ID: 9000283628814

    京都大学大学院 (2013 from CiNii)

    Articles in CiNii:5

    • EXPERIMENTAL STUDY ON COMPARISON OF PLASTIC DEFORMATION CAPACITY OF STEEL BEAM-TO-COLUMN CONNECTIONS:-COMPARISON BETWEEN THROUGH DIAPHRAGM TYPE CONNECTION AND BOLTED CONNECTION TYPE CONNECTION- (2010)
    • Effects of input earthquake direction and hysteresis characteristics on seismic response of steel structures (2011)
    • Mechanical behavior of non-diaphragm type beam-to-column connection using thick square hollow section (2013)
  • KOETAKA Yuji ID: 9000312719873

    Assoc. Prof., Dept. of Architecture and Architectural Engineering, Kyoto Univ., Dr.Eng. (2015 from CiNii)

    Articles in CiNii:1

    • PLASTIC DEFORMATION CAPACITY OF COLD PRESS-FORMED SHS COLUMNS DETERMINED BY LOCAL BUCKLING AND FRACTURE (2015)
  • KOETAKA Yuji ID: 9000315170192

    Dept. of Architecture and Architectural Engineering, Kyoto University (2015 from CiNii)

    Articles in CiNii:1

    • 22449 Effect of concrete floor slab to restrain lateral buckling wide-flange beam : Part 8 Cyclic loading test varied with installation of concrete floor slab and shear connectors (2015)
  • KOETAKA Yuji ID: 9000315170195

    Dept. of Architecture and Architectural Engineering, Kyoto University (2015 from CiNii)

    Articles in CiNii:1

    • 22450 Effect of concrete floor slab to restrain lateral buckling wide-flange beam : Part 9 Effect of concrete floor slab on lateral-torsional buckling of wide-flange beam (2015)
  • KOETAKA Yuji ID: 9000315170200

    Dept. of Architecture and Architectural Engineering, Kyoto University (2015 from CiNii)

    Articles in CiNii:1

    • 22451 Effect of concrete floor slab to restrain lateral buckling wide-flange beam : Part 10 Evaluation of effect of RC slab to restrain lateral buckling with slenderness ratio (2015)
  • KOETAKA Yuji ID: 9000315170301

    Dept. of Architecture and Architectural Engineering, Kyoto Univ. (2015 from CiNii)

    Articles in CiNii:1

    • 22479 Influence of Shear Span Ratio on Plastic Deformation Capacity of Stiffened H-shaped Column (2015)
  • KOETAKA Yuji ID: 9000391830076

    Dept. of Architecture and Architectural Engineering, Kyoto Univ. (2016 from CiNii)

    Articles in CiNii:1

    • EFFECTS OF HORIZONTAL LOAD BEARING CAPACITY ON REQUIRED COLUMN OVERDESIGN FACTOR OF 3D STEEL MOMENT FRAMES WITH SQUARE TUBE COLUMNS (2016)
  • KOETAKA Yuji ID: 9000400716723

    Articles in CiNii:2

    • 2103 Full-scale test of weld-free steel structure with knee brace dampers : Part4 Mechanical behavior by numerical analysis of planar frame (2004)
    • 22504 Full-scale test of weld-free steel structure with knee brace dampers : Part 6 Mechanical behavior by numerical analysis of planar frame (2004)
  • KOETAKA Yuji ID: 9000402250913

    京都大学 (2018 from CiNii)

    Articles in CiNii:1

    • RESTRAINT EFFECT OF CONCRETE FLOOR SLAB ON LATERAL-TORSIONAL BUCKLING BEHAVIOR OF H-SHAPED STEEL BEAM (2018)
  • Koetaka Yuji ID: 9000297477001

    Articles in CiNii:1

    • Feasibility of tension braces using Cu-Al-Mn superelastic alloy bars (2014)
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