Search Results1-20 of  85

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  • 北田 俊行 ID: 9000010511785

    Articles in CiNii:1

    • ブリッジ・レスキュー・システム(BRS) (2008)
  • 北田 俊行 ID: 9000018362968

    Articles in CiNii:1

    • "骨組構造物の応答感度係数の特性"(新延泰生,松井邦人,菊田征勇共著,本誌,No.450,1992年7月掲載) (1993)
  • 北田 俊行 ID: 9000254829987

    大阪市立大学工学部土木工学科 (1995 from CiNii)

    Articles in CiNii:1

    • 鋼製橋脚の統一的地震時保有水平耐力照査法の提案 (1995)
  • 北田 俊行 ID: 9000256841914

    Articles in CiNii:1

    • 支承サイドブロックにおける破断特性制御構造の静的破断試験 (2003)
  • 北田 俊行 ID: 9000256841921

    Articles in CiNii:1

    • 支承サイドブロックにおける破断特性制御構造の提案 (2003)
  • 北田 俊行 ID: 9000256842404

    Articles in CiNii:1

    • ストラットを断面内側に配置する矩形断面柱部材の座屈抑制効果に関する基礎的研究 (2003)
  • 北田 俊行 ID: 9000399825884

    Articles in CiNii:1

    • VR型都市問題研究成果データベースの開発 : 東横堀川周辺地区を対象として (2008)
  • KITADA Toshiyuki ID: 1000030029334

    Articles in CiNii:33

    • ULTIMATE STRENGTH ANALYSIS WITH LOCAL BUCKLING FOR HORIZONTALLY CURVED BOX GIRDER BRIDGES (1995)
    • EXPERIMENTAL STUDY ON ULTIMATE STRENGTH AND DUCTILITY OF STEEL AND COMPOSITE BRIDGE PIERS UNDER GRADUALLY INCREASING AND CYCLIC LOAD (1995)
    • EXPERIMENTAL STUDY ON BUCKLING AND ULTIMATE STRENGTH OF THIN-WALLED STIFFENED BOX MEMBERS (1995)
  • KITADA Toshiyuki ID: 9000003867566

    Graduate School of Engineering, Osaka City University (2009 from CiNii)

    Articles in CiNii:12

    • EFFECT OF TENSILE FORCE AND SHEAR FORCE ON BENDING STRENGTh AND STIFFNESS OF HIGH STRENGTH BOLTED TENSILE JOINTS (2002)
    • EXPERIMENTAL STUDY ON SEISMIC RETROFITTING OF CIRCULAR STEEL BRDIGE PIERS STIFFENED IN CIRCUMFERENCE DIRECTION BY CFRP SHEETS (2004)
    • ANALYTICAL STUDY ON ULTIMATE STRENGTH AND CONTACT FORCE OF HIGH STRENGTH BOLTED L-STUB JOINTS (2005)
  • KITADA Toshiyuki ID: 9000021029480

    大阪市立大学大学院工学研究科都市系 (2008 from CiNii)

    Articles in CiNii:1

    • VR型都市問題研究成果データベースの開発:-東横堀川周辺地区を対象として- (2008)
  • KITADA Toshiyuki ID: 9000254303596

    大阪大学工学部土木工学教室 (1975 from CiNii)

    Articles in CiNii:1

    • ELASTIC-PLASTIC ANALYSIS OF COMPRESSED PLATE WITH RESIDUAL STRESS AND INITIAL DEFLECTION (1975)
  • KITADA Toshiyuki ID: 9000254303702

    工修 大阪大学工学部土木工学科 (1976 from CiNii)

    Articles in CiNii:1

    • SHEAR LAG ANALYSIS OF CABLE STAYED GIRDER BRIDGES AND ITS APPLICATION TO THE DESIGN CALCULATION (1976)
  • KITADA Toshiyuki ID: 9000254303846

    大阪大学 工学部土木工学教室 (1978 from CiNii)

    Articles in CiNii:1

    • A STUDY ON THE ULTIMATE STRENGTH OF COMPRESSION PLATE WITH INITIAL IMPERFECTIONS (1978)
  • KITADA Toshiyuki ID: 9000254304024

    大阪市立大学工学部土木工学教室 (1979 from CiNii)

    Articles in CiNii:1

    • AN EXPERIMENTAL STUDY ON THE ULTIMATE STRENGTH OF ORTHOGONALLY STIFFENED PLATES UNDER UNIAXIAL COMPRESSION (1979)
  • KITADA Toshiyuki ID: 9000254304242

    Japan Society of Civil Engineers (1980 from CiNii)

    Articles in CiNii:1

    • PRACTICAL METHOD OF CALCULATION FOR THE ULTIMATE STRENGTH OF STIFFENED PLATES UNDER COMPRESSION (1980)
  • KITADA Toshiyuki ID: 9000254304884

    Japan Society of Civil Engineers (1983 from CiNii)

    Articles in CiNii:1

    • EXPERIMENTAL STUDY ON BENDING STRENGTH OF WEB PLATE OF HORIZONTALLY CURVED GIRDER BRIDGES (1983)
  • KITADA Toshiyuki ID: 9000254305467

    JSCE|Dept. of Civil Eng., Osaka City University (1985 from CiNii)

    Articles in CiNii:1

    • An experimental study on ultimate strength of thin-walled box stub-columns with stiffeners subjected to compression and bending. (1985)
  • KITADA Toshiyuki ID: 9000254305475

    JSCE|Dept. of Civil Eng., Osaka City University (1985 from CiNii)

    Articles in CiNii:1

    • Interaction curve of thin-walled box stub-column subjected to compression and bending for applying to overall buckling analysis of columns. (1985)
  • KITADA Toshiyuki ID: 9000254305479

    JSCE|Department of Civil Eng., Osaka City Univ. (1985 from CiNii)

    Articles in CiNii:1

    • A design method for orthogonally stiffened plates with or without stringers subjected to uniaxial compression. (1985)
  • KITADA Toshiyuki ID: 9000254305550

    THE JAPAN SOCIETY OF CIVIL ENGINEERS (1985 from CiNii)

    Articles in CiNii:1

    • A proposition for designing intermediate transverse stiffeners in web plate of horizontally curved girders. (1985)
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