Search Results1-20 of  22

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  • 奥井 義昭 ID: 9000010225529

    Articles in CiNii:1

    • 合成桁による設計思想の転換 (特集 これからの設計を考える) (2006)
  • 奥井 義昭 ID: 9000258262689

    埼玉大学 大学院理工学研究科 (2012 from CiNii)

    Articles in CiNii:1

    • EXPERIMENTS AND ANALYSES ON SHEAR CONNECTOR OF CONTINUOUS COMPOSITE GIRDER WITH PRE-CAST CONCRETE SLAB (2012)
  • 奥井 義昭 ID: 9000301746589

    Articles in CiNii:1

    • Next Step Direction of Steel Bridge Design (2015)
  • 奥井 義昭 ID: 9000381467181

    Articles in CiNii:1

    • Application of Micromechanics to Modeling Compressive Failure of Rock (2000)
  • 奥井 義昭 ID: 9000397849497

    Articles in CiNii:1

    • 次の橋梁設計基準が目指すべきもの (2018)
  • OKUI Yoshiaki ID: 9000000833441

    Articles in CiNii:15

    • COMPARATIVE STUDY ON CRACK WIDTH EVALUATION METHODS FOR CONTINUOUS COMPOSITE GIRDERS (2002)
    • EVALUATION OF CRACK WIDTH OF CONCRETE SLAB AND STRESS OF REINFORCING BAR IN CONTINUOUS COMPOSITE GIRDER BRIDGES (2004)
    • EFFECTIVE WIDTH FORMULA OF CONCRETE SLABS FOR CRACK WIDTH EVALUATION IN CONTINUOUS COMPOSITE BRIDGES (2005)
  • OKUI Yoshiaki ID: 9000003795183

    Articles in CiNii:4

    • 境界層理論による球シェル接合部の応力解析 (1983)
    • マイクロメカニクスに基づく連続体理論と変形の局所化現象の解析 (1994)
    • Mechanical characteristics and constitutive models of high damping rubber for bridge bearings (2002)
  • OKUI Yoshiaki ID: 9000254306552

    THE JAPAN SOCIETY OF CIVIL ENGINEERS (1988 from CiNii)

    Articles in CiNii:1

    • Evaluation of bending moment due to geometrical nonlinearity in main girder of cable-stayed bridges. (1988)
  • OKUI Yoshiaki ID: 9000254807918

    Dept. of Civil & Environmental Eng., Saitama University (2003 from CiNii)

    Articles in CiNii:1

    • A METHOD FOR CRACK WIDTH EVALUATION OF CONTINUOUS COMPOSITE GIRDER BRIDGES ACCOUNTING FOR SHEAR-LAG EFFECT (2003)
  • OKUI Yoshiaki ID: 9000257909228

    埼玉大学 大学院理工学研究科 (2009 from CiNii)

    Articles in CiNii:1

    • STRUCTURAL REDUNDANCY ANALYSIS FOR STEEL TRUSS BRIDGES IN JAPAN (2009)
  • OKUI Yoshiaki ID: 9000257909312

    埼玉大学 大学院理工学研究科 (2010 from CiNii)

    Articles in CiNii:1

    • ULTIMATE FLEXURE STRENGTH AND SHEAR STRENGTH OF DOUBLE-COMPOSITE I-GIRDER UNDER HOGGING BENDING MOMENT (2010)
  • OKUI Yoshiaki ID: 9000257909324

    埼玉大学 大学院理工学研究科 (2010 from CiNii)

    Articles in CiNii:1

    • EXPERIMENTAL STUDY ON COUPLED FLEXURE AND SHEAR STRENGTH OF COMPOSITE GIRDERS (2010)
  • OKUI Yoshiaki ID: 9000345224209

    埼玉大学大学院 理工学研究科 (2017 from CiNii)

    Articles in CiNii:1

    • TEMPERATURE DEPENDENCE OF MECHANICAL BEHAVIOR OF HIGH DAMPING RUBBER BEARINGS CONSIDERING SELF HEATING (2017)
  • OKUI Yoshiaki ID: 9000406043523

    埼玉大学 理工学専攻 (2020 from CiNii)

    Articles in CiNii:1

    • THE LIMIT STATES COMPRESSIVE STRENGTH ESTIMATION FOR SIMPLE STIFFENED PLATE WITH LARGE ASPECT RATIO (2020)
  • Okui Yoshiaki ID: 9000254800423

    THE JAPAN SOCIETY OF CIVIL ENGINEERS (1994 from CiNii)

    Articles in CiNii:1

    • A Micromechanics-based Continuum Theory and Analysis of Localization Phenomena. (1994)
  • Okui Yoshiaki ID: 9000258054619

    埼玉大学 理工学研究科 (2008 from CiNii)

    Articles in CiNii:1

    • A design method for restrained distortional buckling of continuous composite girders under negative bending moment (2008)
  • Okui Yoshiaki ID: 9000283617431

    埼玉大学 大学院理工学研究科 (2009 from CiNii)

    Articles in CiNii:1

    • Study on ultimate flexure and coupled flexure/shear strength of composite I-girder (2009)
  • Okui Yoshiaki ID: 9000284280532

    埼玉大学 大学院理工学研究科 環境社会基盤国際コース (2010 from CiNii)

    Articles in CiNii:1

    • Experimental study on cracking behavior of pre-cast concrete slab in continuous composite girders under negative bending moment (2010)
  • Okui Yoshiaki ID: 9000346933657

    埼玉大学 大学院理工学研究科 環境社会基盤国際コース (2013 from CiNii)

    Articles in CiNii:1

    • Experimental study on the strength of SBHS I-girder (2013)
  • Okui Yoshiaki ID: 9000346934408

    埼玉大学 理工学研究科環境社会基盤国際コース (2014 from CiNii)

    Articles in CiNii:1

    • Numerical study on ultimate strength of compressive flange considering statistical data for distributions of initial displacement and residual stress (2014)
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