Search Results1-15 of  15

  • FUKUURA Naoyuki ID: 9000242634025

    大成建設(株) (2012 from CiNii)

    Articles in CiNii:16

    • COMPUTATIONAL MODEL OF REINFORCING BAR UNDER REVERSED CYCLIC LOADING FOR RC NONLINEAR ANALYSIS (1997)
    • RE-FORMULATION OF SPATIALLY AVERAGED RC CONSTITUTIVE MODEL WITH QUASI-ORTHOGONAL BI-DIRECTIONAL CRACKING (1999)
    • SPATIALLY AVERAGD CONSTITUTIVE LAW FOR RC IN-PLANE ELEMENTS WITH NON-ORTHOGNAL CRACKING AS FAR AS 4-WAY DIRECTIONS (1999)
  • FUKUURA Naoyuki ID: 9000254311975

    JAPAN SOCIETY OF CIVIL ENGINEERS (1999 from CiNii)

    Articles in CiNii:1

    • Verification of the Spatially Averaged Constitutive Model with Multi-Directional Cracks on the Behavior of RC Structure. (1999)
  • FUKUURA Naoyuki ID: 9000254311980

    JAPAN SOCIETY OF CIVIL ENGINEERS (1999 from CiNii)

    Articles in CiNii:1

    • Spatially Averaged Constitutive Law for RC In-plane Elements with Non-orthogonal Cracking as far as 4-Way Directions. (1999)
  • FUKUURA Naoyuki ID: 9000254311983

    JAPAN SOCIETY OF CIVIL ENGINEERS (1999 from CiNii)

    Articles in CiNii:1

    • Re-formulation of Spatially Averaged RC Constitutive Model with Quasi-orthogonal Bi-directional Cracking. (1999)
  • FUKUURA Naoyuki ID: 9000257912021

    大成建設株式会社 技術センター (2005 from CiNii)

    Articles in CiNii:1

    • TENSILE CHARACTERISTICS AND MODELING OF TENSION SOFTENING BEHAVIOR FOR ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE (2005)
  • FUKUURA Naoyuki ID: 9000257912182

    大成建設株式会社 技術センター (2005 from CiNii)

    Articles in CiNii:1

    • NUMERICAL EVALUATION ON FLEXURE AND SHEAR BEHAVIOR OF ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE (2005)
  • FUKUURA Naoyuki ID: 9000257912185

    大成建設株式会社 技術センター (2005 from CiNii)

    Articles in CiNii:1

    • EXPERIMENTAL STUDY ON FLEXURE AND SHEAR BEHAVIOR OF ULTRA HIGH PERFORMANCE FIBER-REINFORCED CONCRETE (2005)
  • FUKUURA Naoyuki ID: 9000257914265

    大成建設株式会社 技術センター 土木技術研究所 (2009 from CiNii)

    Articles in CiNii:1

    • THREE-DIMENSIONAL IDENTIFICATION OF ACTIVE CRACK PLANE AND ENHANCED SPACE-AVERAGED CONSTITUTIVE MODELING (2009)
  • FUKUURA Naoyuki ID: 9000258273748

    大成建設(株) 技術センター土木技術研究所 (2014 from CiNii)

    Articles in CiNii:1

    • ESTABLISHMENT OF A COUPLED ANALYSIS BETWEEN STRUCTURE AND REINFORCEMENT CORROSION FOR PREDICTING DETERIORATION OF REINFORCED CONCRETE STRUCTURE BY SALT DAMAGE (2014)
  • Fukuura Naoyuki ID: 9000021410721

    Taisei Corporation, Japan. (2008 from CiNii)

    Articles in CiNii:1

    • Path-Dependent High Cycle Fatigue Modeling of Joint Interfaces in Structural Concrete (2008)
  • Fukuura Naoyuki ID: 9000254802055

    社団法人土木学会|大成建設株式会社技術研究所|東京大学大学院社会基盤工学専攻 (1997 from CiNii)

    Articles in CiNii:1

    • Computational Model of Reinforcing Bar under Reversed Cyclic Loading for RC Nonlinear Analysis. (1997)
  • Fukuura Naoyuki ID: 9000258054151

    大成建設株式会社, 技術センター (2007 from CiNii)

    Articles in CiNii:1

    • Experimental and analytical study on load-carrying capacity of SC beam to steel plate lining column connection (2007)
  • Fukuura Naoyuki ID: 9000258054898

    大成建設株式会社 技術センター (2011 from CiNii)

    Articles in CiNii:1

    • Experimental study on seismic performance of RC pier using SD490 (2011)
  • Fukuura Naoyuki ID: 9000284280960

    大成建設株式会社 技術センター土木技術研究所 (2010 from CiNii)

    Articles in CiNii:1

    • Experimental study on seismic performance of RC pier with high reinforcement ratio using SD490 (2010)
  • Fukuura Naoyuki ID: 9000345283677

    Coms Engineering Corporation, Tokyo, Japan. (2016 from CiNii)

    Articles in CiNii:1

    • Establishment of Coupled Analysis of Interaction between Structural Deterioration and Reinforcement Corrosion by Salt Damage (2016)
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