Search Results1-20 of  32

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  • NAGAO Toshiaki ID: 9000003165236

    the Department of Orthopedic Surgery, Tokyo Medical College (1984 from CiNii)

    Articles in CiNii:1

    • DEVELOPMENTAL COURSE OF CHILDREN WITH CEREBRAL PALSY : WITH EMPHASIS ON THE CHANGE OVER A RELATIVELY LONG PERIOD OF TIME BASED ON A COMPOSITE EVALUATION METHOD AND FREQUENCY ANALYSIS OF EEG (1984)
  • NAGAO Toshiaki ID: 9000005402118

    Articles in CiNii:35

    • 中間層の利用を考える--中間砂礫層を支持層とする建物の基礎 (悪条件を攻略 特殊地盤での基礎構造 その選定法とは?<特集>) (1988)
    • 大口径場所打ち杭の設計の現状 (特別企画 大口径場所打ち杭の鉛直支持力性能と評価) (1996)
    • 地下壁に作用する摩擦に関する基礎的研究--地下壁に作用する摩擦力 (1997)
  • NAGAO Toshiaki ID: 9000005448860

    大成建設(株) (1985 from CiNii)

    Articles in CiNii:3

    • 砂地盤に設置した杭の仮動的実験 (1984)
    • Simulation Analysis of Building supprted on Piles (1985)
    • 10 砂地盤に設置した抗の仮動的実験(構造) (1983)
  • NAGAO Toshiaki ID: 9000241713094

    Taisei Corporation (2012 from CiNii)

    Articles in CiNii:1

    • 20224 Study on Simplified Evaluation Method of Piled Raft Foundations : (Part3) Equivalent Pier Method (2012)
  • NAGAO Toshiaki ID: 9000241713206

    Technology Center, TAISEI Corporation (2012 from CiNii)

    Articles in CiNii:1

    • 20253 Liquefaction suppression effect of vertical effective stress due to shallow foundation : Part 3 Numerical simulation of centrifuge testing (2012)
  • NAGAO Toshiaki ID: 9000241713211

    Technology Center, TAISEI Corporation (2012 from CiNii)

    Articles in CiNii:1

    • 20254 Liquefaction suppression effect of vertical effective stress due to shallow foundation : Part 4:Outline of dynamic testing using large-scaled laminar box (2012)
  • NAGAO Toshiaki ID: 9000241713215

    Technology Center, TAISEI Corporation (2012 from CiNii)

    Articles in CiNii:1

    • 20255 Liquefaction suppression effect of vertical effective stress due to shallow foundation : Part 5:Results of dynamic testing using large-scaled laminar box (2012)
  • NAGAO Toshiaki ID: 9000242539479

    Taisei Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 20222 Study on Simplified Evaluation Method of Piled Raft Foundations : (Part4) Comparison between Calculation and Observation (2013)
  • NAGAO Toshiaki ID: 9000242539739

    Technology Center, TAISEI Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 20287 Estimation of Seismic Performance of the Pile Foundation with Semi-Rigid Pile Head Connections in Liquefiable Ground : Application of Seismic Deformation Method Considering Seismic Earth Pressure Acting on Embedded Footing (2013)
  • NAGAO Toshiaki ID: 9000242539836

    Technology Center, TAISEI Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 20311 Liquefaction suppression effect of vertical effective stress due to shallow foundation : Part 6 Evaluation of vertical effective stress increment from shallow foundation (2013)
  • NAGAO Toshiaki ID: 9000242539839

    Technology Center, TAISEI Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 20312 Liquefaction suppression effect of vertical effective stress due to shallow foundation : Part 7 Evaluation of liquefaction potential based on total stress dynamic analysis (2013)
  • NAGAO Toshiaki ID: 9000258069867

    Chief Research Engineer, Technology Center, Taisei Corp., Dr. Eng. (2011 from CiNii)

    Articles in CiNii:1

    • DYNAMIC CENTRIFUGE MODEL TEST OF PILE-SUPPORTED BUILDING WITH SEMI-RIGID PILE HEAD CONNECTIONS IN LIQUEFIABLE SOIL (2011)
  • NAGAO Toshiaki ID: 9000258070382

    Building Engineering Research Institute, Technology Center, TAISEI CORP., Dr. Eng. (2012 from CiNii)

    Articles in CiNii:1

    • STUDY ON SIMPLE APPROACH FOR BEHAVIOR OF PILED RAFT FOUNDATION:—Vertical stiffness and pile head load— (2012)
  • NAGAO Toshiaki ID: 9000258070863

    Chief Research Engineer, Technology Center, Taisei Corp., Dr. Eng. (2013 from CiNii)

    Articles in CiNii:1

    • SEISMIC PERFORMANCE OF PILE FOUNDATION WITH SEMI-RIGID PILE HEAD CONNECTIONS IN LIQUEFIABLE SOIL (2013)
  • NAGAO Toshiaki ID: 9000272270794

    Taisei Corporation (2014 from CiNii)

    Articles in CiNii:1

    • 21514 Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior : Part 14 Rocking Test(2):Vibration Behavior (2014)
  • NAGAO Toshiaki ID: 9000272272710

    Technology Center, TAISEI Corporation (2014 from CiNii)

    Articles in CiNii:1

    • 20329 Liquefaction Countermeasure for Existing Buildings Utilizing Overburden Pressure from Mat Foundation and Surrounding Underground Wall : Part 1 Mechanism of Countermeasure and Outline of Centrifuge Tests (2014)
  • NAGAO Toshiaki ID: 9000272272713

    Technology Center, TAISEI Corporation (2014 from CiNii)

    Articles in CiNii:1

    • 20330 Liquefaction Countermeasure for Existing Buildings Utilizing Overburden Pressure from Mat Foundation and Surrounding Underground Wall : Part 2 Centrifuge Test Results and Numerical Simulation (2014)
  • NAGAO Toshiaki ID: 9000283151295

    Chief Research Engineer, Technology Center, Taisei Corp., Dr. Eng. (2012 from CiNii)

    Articles in CiNii:1

    • SEISMIC BEHAVIOR OF PILE-SUPPORTED BUILDING WITH SEMI-RIGID PILE HEAD CONNECTIONS IN LIQUEFIABLE SOIL:Dynamic centrifuge model tests of building with embedded footing in non-liquefiable surface layer (2012)
  • NAGAO Toshiaki ID: 9000283151478

    Chief Research Engineer, Technology Center, Taisei Corp., Dr. Eng. (2012 from CiNii)

    Articles in CiNii:1

    • STUDY ON LIQUEFACTION SUPPRESSION EFFECT OF OVERBURDEN PRESSURE FROM SHALLOW FOUNDATIONS (2012)
  • NAGAO Toshiaki ID: 9000283567617

    Technology Center, Taisei Corporation (2011 from CiNii)

    Articles in CiNii:1

    • SETTLEMENT BEHAVIOR OF RAFT FOUNDATION FOR SUPER HIGH-RISE CONDOMINIUM (2011)
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