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  • SUGIMURA Yoshifumi ID: 9000005402897

    Research and Development Headquarters, NTT FACILITIES, INC. (2015 from CiNii)

    Articles in CiNii:44

    • 21355 Dynamic Loading Test and Its Application to a High-Rise Building of Viscous Damping Devices with Amplification System : Part 1 Dynamic Loading Test with a Full-Scale Steel Frame (2002)
    • 21356 Dynamic Loading Test and Its Application to a High-Rise Building of Viscous Damping Devices with Amplification System : Part 2 The Effect of Accuracy of Vibration Analysis Model on Responses (2002)
    • 21357 Dynamic Loading Test and Its Application to a High-Rise Building of Viscous Damping Devices with Amplification System : Part 3 Review Using the Model Utilizing Effective Deformation (2002)
  • SUGIMURA Yoshifumi ID: 9000005923558

    Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University (1999 from CiNii)

    Articles in CiNii:5

    • TOTAL QUANTITY EXPRESSION-BASED DESIGN SENSITIVITY ANALYSIS OF ELASTIC-PLASTIC RESTORING-FORCE CHARACTERISTICS OF MULTI-PLANE FRAMES (1999)
    • Efficient Configuration of Viscou-Hysteretic Combined Dampers for Seismic Reinforcement (1998)
    • Multi-plane Frame Design Method Based on Reduced Model-Frame Inverse Transformation (1999)
  • SUGIMURA Yoshifumi ID: 9000258067562

    Research and Development Headquarters, NTT FACILITIES, INC. (2012 from CiNii)

    Articles in CiNii:1

    • RESPONSE CONTROL EFFECT OF HI-RISED STEEL BUILDING STRUCTURE USING TUNED VISCOUS MASS DAMPERS (2012)
  • SUGIMURA Yoshifumi ID: 9000258069876

    Research and Development Headquarters, NTT Facilities, INC., M. Eng. (2011 from CiNii)

    Articles in CiNii:1

    • FULL-SCALE DYNAMIC TESTS OF TUNED VISCOUS MASS DAMPER WITH FORCE RESTRICTION MECHANISM AND ITS ANALYTICAL VERIFICATION (2011)
  • SUGIMURA Yoshifumi ID: 9000258071006

    Research and Development Headquarters, NTT Facilities Inc., Dr. Eng. (2014 from CiNii)

    Articles in CiNii:1

    • MODAL RESPONSE CHARACTERISTICS OF SEISMIC CONTROLLED MDOF SHEAR BUILDINGS USING TUNED VISCOUS MASS DAMPERS:A study on a case in which the secondary masses are arranged proportional to the primary stiffness distribution (2014)
  • SUGIMURA Yoshifumi ID: 9000283567608

    Research and Development Headquarters, NTT FACILITIES, INC. (2011 from CiNii)

    Articles in CiNii:1

    • A STUDY ON EFFECTIVENESS OF TUNED VISCOUS MASS DAMPER INCORPORATED INTO REINFORCED CONCRETE BUILDING (2011)
  • Sugimura Yoshifumi ID: 9000257866022

    Research & Development Headquarters, NTT Facilities, Inc. (2012 from CiNii)

    Articles in CiNii:1

    • Modal Response Characteristics of a Multiple-Degree-Of-Freedom Structure Incorporated with Tuned Viscous Mass Dampers (2012)
  • Sugimura Yoshifumi ID: 9000283784629

    Architectural Institute of Japan (2006 from CiNii)

    Articles in CiNii:1

    • Response Control of Frames Using Viscous Dampers with Inertial Mass (2006)
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