Search Results1-20 of  26

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  • OHI KENICHI ID: 9000005509800

    Inst. of Indu. Sci., Univ. of Tokyo (1981 from CiNii)

    Articles in CiNii:8

    • DAMAGE CONCENTRATION OF SHEAR-TYPE MULTI-STORY BUILDINGS WITH COMPOSITE-TYPE OF RESTORING FORCE CHARACTERISTICS (1981)
    • 強震下における鋼構造筋違付骨組の損傷分布則 (1978)
    • 強震を受けるせん断型多層骨組の損傷集中特性 : 鋼構造骨組を対象として : 構造系 (1977)
  • OHI Kenichi ID: 9000001652049

    Dept. No.5, IIS, Univ. of Tokyo (1999 from CiNii)

    Articles in CiNii:2

    • Elastic-plastic Analysis on the Behavior of Frames with Semirigid Connection (1996)
    • Elastic-Plastic Analysis on the Seismic Behavior of Frames with Semi-rigid Connection (1999)
  • OHI Kenichi ID: 9000006881087

    神戸大学 (2005 from CiNii)

    Articles in CiNii:3

    • 泥臭くてもいい。人のまねをせぬオリジナリティを育て上げよう (2005)
    • 2086 A Study on Steel Frames with Thick Web H-shaped Columns (2005)
    • 22449 Development of Thick Web Rolled H-Shapes : Part. 6 (2005)
  • OHI Kenichi ID: 9000007074827

    I. I. S., Univ. of Tokyo (1999 from CiNii)

    Articles in CiNii:1

    • 22478 Effects of Floor Rigidity on Inelastic Earthquake Responses of Multi-bay Steel Frames (1999)
  • OHI Kenichi ID: 9000016706428

    Articles in CiNii:20

    • Elastic-plastic Analysis on the Semirigid Frames (1996)
    • 22409 Seismic Behavior of Frames with Semi-rigid Connection (1997)
    • Dynamic Analysis with Reduced Modes by Yield Polyhedron Model for Inelastic Frames : Part1. Description of Algorithm proposed and Earthquake Response Analysis of 2-story Frame (2000)
  • OHI Kenichi ID: 9000021596026

    Articles in CiNii:1

    • Vibration Tests on Steel Column Bases Installed in Pendulum-type Seismic Observatory (2004)
  • OHI Kenichi ID: 9000021596527

    Articles in CiNii:1

    • Pseudo-Dynamic Tests on Self-Returning Capability of Steel Braced Frame to the Original Position (2002)
  • OHI Kenichi ID: 9000021597023

    東京大学生産技術研究所 情報・システム大部門 (2000 from CiNii)

    Articles in CiNii:1

    • Interaction Surface of Plastic Resistances for 3D Steel Structural Members in Multi-Spring Compact Procedure (2000)
  • OHI Kenichi ID: 9000021597207

    Articles in CiNii:1

    • Hysteretic Behaviors of End-plate Connections Subjected to Earthquake Loading and Improvement on their Rotation Capacities (2000)
  • OHI Kenichi ID: 9000021624561

    Articles in CiNii:1

    • Pseudo-Dynamic Tests on an Existing Steel Model Structure for Seismic Monitoring (2002)
  • OHI Kenichi ID: 9000021647770

    Articles in CiNii:1

    • Interaction Surface of Plastic Resistances for Exposed-Type Steel Column Base under Bi-axial Bending (2003)
  • OHI Kenichi ID: 9000021648271

    Articles in CiNii:1

    • A Survey of Judgements on Earthquake Damage-degrees of Steel Frames (2000)
  • OHI Kenichi ID: 9000021660921

    Articles in CiNii:1

    • Required seismic strength of a structural system consisting of different elements in hysteresis rule (2003)
  • OHI Kenichi ID: 9000021661556

    Articles in CiNii:1

    • Hybrid Tests on Steel Frames Upgraded by a Bracing System Installed with Fully Mechanical Fasteners (1999)
  • OHI Kenichi ID: 9000021661560

    Articles in CiNii:1

    • Brittle Fracture observed in Dynamic Cyclic Loading Tests on High Performance Steel Plates with Welded Election Piece (1999)
  • OHI Kenichi ID: 9000021672593

    Articles in CiNii:1

    • Interaction Surface of Plastic Resistances for 3D Steel Structural Members in Multi-Spring Compact Procedure (2000)
  • OHI Kenichi ID: 9000021697412

    Articles in CiNii:1

    • Seismic Monitoring and System Identification of Steel Column Bases Installed in Pendulum-type Observatory (2004)
  • OHI Kenichi ID: 9000021697723

    Articles in CiNii:1

    • Steel Swing: Observatory on Seismic Performance of Building Elements (2001)
  • OHI Kenichi ID: 9000021697791

    Articles in CiNii:1

    • Experimental Design Point Search on 2-Story Steel Frames Subjected to Ramdom Loads (2001)
  • OHI Kenichi ID: 9000021710632

    東京大学生産技術研究所 情報・システム部門 (2001 from CiNii)

    Articles in CiNii:1

    • Experimental Design Point Search on 2-Story Steel Frames Subjected to Ramdom Loads (2001)
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