Search Results1-20 of  60

  • 1 / 3
  • Suita Keiichiro ID: 9000017295362

    Articles in CiNii:1

    • Full-scale Tests for Seismic Performance Verification of Steel Building Structures with Hysteretic Dampers (2003)
  • SUITA Keiichiro ID: 9000241815205

    Articles in CiNii:1

    • Performance Assessment for Reinforced Concrete Buildings with Soft First Stories (2005)
  • Keiichiro SUITA ID: 9000256481318

    京都大学工学研究科生活空間学専攻 (2000 from CiNii)

    Articles in CiNii:1

    • Flexural Strength of Beam Web to Square Tube Column Joints (2000)
  • SUITA Keiichiro ID: 1000070206374

    Articles in CiNii:44

    • Evaluation of seismic performance of exterior cladding in full-scale 4-story building shaking table test (2009)
    • Elasto-plastic responses and process leading to a collapse mechanism: dynamic collapse test of full-scale 4-story steel building (part 2) (2009)
    • Collapse behavior on shaking table test: dynamic collapse test of full-scale 4-story steel building (part 3) (2010)
  • SUITA Keiichiro ID: 9000005449835

    京都大学 (2016 from CiNii)

    Articles in CiNii:20

    • Past and Present of Experimentation and Laboratory Training in the Field of Building Engineering (Steel Structure) (2011)
    • 鉄骨溶接柱梁接合部の塑性変形能力評価に関する日米共同研究交流会(1999年度(上期)国際交流振興基金事業報告)(活動レポート) (2000)
    • 各種鋼構造柱梁溶接合部の疲労特性に関する研究 (1982)
  • SUITA Keiichiro ID: 9000006698141

    Dept. of Arch. and Arch. Eng., Kyoto University (2007 from CiNii)

    Articles in CiNii:9

    • 22356 Strength and deformation capacity of bolted column base connections : Part2:Test results of bolted column base connection (2003)
    • 22542 Seismic Response of Non-Structural Partition Walls and Hanging Ceiling Systems : E-Defense Experimental Projects for Steel Buildings - Part 15 (2007)
    • 2093 Strength and deformation capacity of bolted column base connections : Part II : Test results of bolted column base connection (2003)
  • SUITA Keiichiro ID: 9000006919208

    Dept. of Architecture and Architectural Engineering, Kyoto University (2008 from CiNii)

    Articles in CiNii:1

    • 22380 Additional Bending Moment of Column Due to the PΔ Effect (2008)
  • SUITA Keiichiro ID: 9000024127045

    Articles in CiNii:1

    • Test on Collapse Behavior of 3D Full-Scale Steel Moment Frames Subjected to Cyclic Loading (2004)
  • SUITA Keiichiro ID: 9000024146890

    Articles in CiNii:1

    • Advanced Techniques for Evaluating Vulnerability of Urban Infrastructure by Integrating Multiple Evaluation Indexes (2004)
  • SUITA Keiichiro ID: 9000045436642

    Disaster Prevention Research Institute, Kyoto University (2005 from CiNii)

    Articles in CiNii:1

    • EFFECT OF RC FLOOR SLAB ON HYSTERETIC CHARACTERISTICS OF STEEL BEAMS SUBJECTED TO LARGE CYCLIC LOADING : Test on full-scale steel frame with RC floor slab (2005)
  • SUITA Keiichiro ID: 9000045436649

    Disaster Prevention Research Institute, Kyoto University (2005 from CiNii)

    Articles in CiNii:1

    • TEST ON LARGE CYCLIC DEFORMATION OF STEEL TUBE COLUMNS HAVING FIXED COLUMN BASES (2005)
  • SUITA Keiichiro ID: 9000242770106

    Dept. of Architectural Eng., Faculty of Eng., Kyoto University (1995 from CiNii)

    Articles in CiNii:1

    • Shaking table experiment on weak beam type stainless steel structure (1995)
  • SUITA Keiichiro ID: 9000255842820

    京都大学防災研究所 (2005 from CiNii)

    Articles in CiNii:1

    • Comparison of Damage, Design Concept and Design Practices of Column Base Connections in Japan and the United States (2005)
  • SUITA Keiichiro ID: 9000256480455

    京都大学防災研究所 (2005 from CiNii)

    Articles in CiNii:1

    • Comparison of Beam-to-Column Connection Design for Ensuring Plastic Deformation Capacity in Japan and the United States (2005)
  • SUITA Keiichiro ID: 9000256480457

    京都大学防災研究所 (2005 from CiNii)

    Articles in CiNii:1

    • Comparison of Weld Provisions and Seismic Capacity of Welded Connections in Japan and the United States (2005)
  • SUITA Keiichiro ID: 9000256480486

    京都大学防災研究所 (2005 from CiNii)

    Articles in CiNii:1

    • Comparison of Seismic Design Codes for Steel Buildings in Japan and the United States (2005)
  • SUITA Keiichiro ID: 9000256480731

    都大学大学院工学研究科建築学専攻 (2007 from CiNii)

    Articles in CiNii:1

    • Plane Pre-Analytical Simulation of Collapse by Hinge Method for Complete Collapse Specimen by Large Shaking Table (2007)
  • SUITA Keiichiro ID: 9000256481019

    京都大学大学院工学研究科建築学専攻 (1997 from CiNii)

    Articles in CiNii:1

    • Full-Scale Test on Plastic Rotation Capacity of Steel Wide-Flange Beams Connected with Square Tube Steel Columns:(Part 5 : Discussion on Fracture Property and Plastic Deformation Capacity) (1997)
  • SUITA Keiichiro ID: 9000256481050

    京都大学大学院工学研究科生活空間学専攻 (1997 from CiNii)

    Articles in CiNii:1

    • Full-Scale Test on Plastic Rotation Capacity of Steel Wide-Flange Beams Connected with Square Tube Steel Columns (Part 3 : Test for Specimens of Shop-Welding Type with a Beam Section of H-600×250×12×25) (1997)
  • SUITA Keiichiro ID: 9000256481479

    京都大学防災研究所 (2002 from CiNii)

    Articles in CiNii:1

    • Discussion on Elastic-Plastic Flexural Behavior of Welded Beam Web Joint between Rectangular Hollow Section Column and Wide Flange Section Beam (2002)
  • 1 / 3
Page Top