Search Results1-20 of  39

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  • ISHIMARU SHINJI ID: 9000045845984

    日大 (1975 from CiNii)

    Articles in CiNii:1

    • DUCTILITY FACTOR CONTROL METHOD : on the frame system having strong-columns and weak-girders (No.2) (1975)
  • ISHIMARU SHINJI ID: 9000045855214

    日大 (1975 from CiNii)

    Articles in CiNii:1

    • DUCTILITY FACTOR CONTROL METHOD : On the Frame System Having Strong-Columns and Weak-Girders (No.1) (1975)
  • ISHIMARU Shinji ID: 1000050059573

    Articles in CiNii:40

    • エネルギー吸収型対(耐)震設計 (1996)
    • ELEMENTS STIFFNESS MATRIX WITH COMPLEX NUMBERS FOR LAMINATED RUBBER BEARING (2000)
    • Environmental Moral Based Structural Engineering (2003)
  • ISHIMARU Shinji ID: 9000006513276

    Articles in CiNii:1

    • Pilot Study of Short-Term Effects of a Novel Long-Acting Oral Beraprost in Patients With Pulmonary Arterial Hypertension (2007)
  • ISHIMARU Shinji ID: 9000020100573

    愛媛県伯方町 (1994 from CiNii)

    Articles in CiNii:1

    • Rock (the Ryoke Granite)-Slide down Slopes on Hakata Isle, the Geiyo Isles (1994)
  • ISHIMARU Shinji ID: 9000045431919

    Dept. of Architecture, College of Sci. and Tech., Nihon University (2005 from CiNii)

    Articles in CiNii:1

    • AN EVALUATION METHOD FOR PASSIVE CONTROL SYSTEMS SIMULATED BY MAXWELL MODELS : On the case of a single mass-spring model (2005)
  • ISHIMARU Shinji ID: 9000241709992

    i2S2.Co.,ltd (2012 from CiNii)

    Articles in CiNii:1

    • 21124 Research on simple design method for seismic isolation of superhigh-rise building : Part 1. Example 1 of inverse design method based on tensile stress of seismic isolator (2012)
  • ISHIMARU Shinji ID: 9000241709996

    Coi2S2. Co.,ltd (2012 from CiNii)

    Articles in CiNii:1

    • 21125 TitleResearch on simple design method for seismic isolation of superhigh-rise building : Part 2. Example 2 of inverse design method based on tensile stress of seismic isolator (2012)
  • ISHIMARU Shinji ID: 9000241711219

    Technological Advisor,i2S2,co,ltd, (2013 from CiNii)

    Articles in CiNii:7

    • 21408 A study on design method for structure with tuned dynamic mass systems : Part1: Setting of input ground motion with the characteristic properties (2012)
    • 21409 A study on design method for structure with tuned dynamic mass systems : Part2: Damping design example of high-rise structure for characteristic ground motion (2012)
    • 21410 A study on design method for structure with tuned dynamic mass systems : Part3: Damping design example of high-rise structure by ductility factor control method (2012)
  • ISHIMARU Shinji ID: 9000241711243

    i2S2.co,ltd (2013 from CiNii)

    Articles in CiNii:5

    • 21412 A Study on Mode Control using Dynamic Mass : Part1:A proposal of Partial Mode Control System (2012)
    • 21413 A Study on Mode Control using Dynamic Mass : Part2:Partial Mode Control Design of high-rise base-isolated building (2012)
    • 21230 A Study on reverse phase problem of mid-story isolated building : Part1:Problems on design of mid-story isolated and proposal of evaluation method (2013)
  • ISHIMARU Shinji ID: 9000241711299

    i2S2.Co.,Ltd. (2012 from CiNii)

    Articles in CiNii:1

    • 21426 Research on Response Control Systems for Steel Tower Structures : Part.8 Application of the Steel Tower Structure 200m in Height (1) (2012)
  • ISHIMARU Shinji ID: 9000241711307

    i2S2.Co.,Ltd. (2012 from CiNii)

    Articles in CiNii:1

    • 21427 Research on Response Control Systems for Steel Tower Structures : Part.9 Application of the Steel Tower Structure 200m in Height (2) (2012)
  • ISHIMARU Shinji ID: 9000242536500

    i2S2.Co.,Ltd (2013 from CiNii)

    Articles in CiNii:1

    • 21189 A basic study on response evaluation considered repeated dependency of seismic isolated building with High damping rubber bearings : Part 2 The correction method of maximum responses using the seismic performance design diagrams considered repeated dependency (2013)
  • ISHIMARU Shinji ID: 9000242536903

    Technological Advisor.co,ltd (2013 from CiNii)

    Articles in CiNii:1

    • 21282 Tendency of plasticity on Superstructure of Base isolated building Comparison of Deformation Energy Conservation Rule between Earthquake resistant building and Base isolated building (2013)
  • ISHIMARU Shinji ID: 9000242538367

    i2S2 Co., Ltd. (2013 from CiNii)

    Articles in CiNii:1

    • 21615 A basic study on seismic retrofitting system by response control frame of coupling type (2013)
  • ISHIMARU Shinji ID: 9000258069408

    Technological Advisor, i2S2 Co., Ltd., Dr. Eng. (2010 from CiNii)

    Articles in CiNii:1

    • A SIMPLE DESIGN METHOD FOR TUNED DYNAMIC MASS SYSTEMS ON A BASIS OF AUXILIARY STIFFNESS FACTOR (2010)
  • ISHIMARU Shinji ID: 9000258069803

    Technological Advisor, i2S2.Co, Ltd, Dr. Eng. (2011 from CiNii)

    Articles in CiNii:1

    • A SIMPLE DESIGN METHOD FOR TUNED DYNAMIC MASS SYSTEMS BY PSEUDO MODE CONTROL (2011)
  • ISHIMARU Shinji ID: 9000258070628

    Technological Advisor, i2S2 Co., Ltd., Dr. Eng. (2013 from CiNii)

    Articles in CiNii:1

    • A DESIGN METHOD FOR STRUCTURES WITH TUNED DYNAMIC MASS SYSTEMS:—Response control design of next-generation super high-rise structures against long period waves and pulse wave earthquake ground motions— (2013)
  • ISHIMARU Shinji ID: 9000272270268

    i2S2.Co.,Ltd (2014 from CiNii)

    Articles in CiNii:1

    • 21396 Research on Response Control Systems for Steel Tower Structures : Part.10 1/5-Scale model of Performance Verification Tests of Tuned Dynamic Mass System with Pantograph Mechanism (2014)
  • ISHIMARU Shinji ID: 9000283150636

    Technological Advisor, i2S2. Co., Ltd., Dr. Eng. (2010 from CiNii)

    Articles in CiNii:1

    • A SIMPLE DESIGN METHOD FOR TUNED DYNAMIC MASS SYSTEMS (2010)
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