Updated on 2021/05/27

写真a

 
Tadaharu Nakachi
 

Degree

  • Doctor (Engineering)   Coursework ( 2003.3   Osaka City University )

Research Interests

  • Precast

  • Ductility

  • Confining steel

  • Shear wall

  • Reinforced concrete

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Building structures and materials

Education

  • Osaka City University   Department of Architecture and Building Engineering   Graduated

    - 1982.3

  • Osaka City University   Architecture and Building Engineering   Doctor's Course   Completed

    - 2003.3

Research History

  • HAZAMA CORPORATION   Section Manager

  • Fukui University of Technology   Professor

    2009.4 - 2012.3

  • Fukui University of Technology   Professor

    2012.4 - 2015.3

  • Fukui University of Technology   Professor

    2012.4

  • Fukui University of Technology   Professor

    2012.4

  • Fukui University of Technology   Professor

    2015.4

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Professional Memberships

  • Architectural Institute of Japan, Japan Concrete Institute

 

Papers

  • EFFECT OF SHEAR SPAN RATIO ON PRECAST REINFORCED CONCRETE CORE WALLS Reviewed

    T. Nakachi

    Proceedings of the 17th World Conference on Earthquake Engineering, Paper No.C003426   2020.9

    　More details

    Lateral loading tests on six full precast wall columns simulating the area near the corner of an L-shaped core wall were conducted in order to examine the effect of the shear span ratio and the seismic performance. The precast wall column was divided into precast columns, and the vertical joints between columns were grouted without cotter bars. Each precast column had cotters at the vertical joint. Horizontal tied rebars were concentrated at floor levels of specimens to connect the precast columns.

  • Comparison of the Structural Performance of Monolithic and Precast Reinforced Concrete Core Walls

    Tadaharu NAKACHI

    福井工業大学研究紀要   44   113 - 120   2014.5

  • Seismic Performance of Precast Reinforced Concrete Core Wall with Horizontal Tied Rebars at Mid Height Level of First Story

    Tadaharu Nakachi

    福井工業大学研究紀要   43   181 - 190   2013.6

  • Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls

    Tadaharu Nakachi

    福井工業大学研究紀要   43   191 - 201   2013.6

  • Experimental Study on Seismic Performance of Precast Reinforced Concrete Core Walls Reviewed

    T. Nakachi, R. Tokunaga

    Proceedings of the 15th World Conference on Earthquake Engineering, Paper No.2915   2012.9

  • Experimental Study on Edge Confinement of Reinforced Concrete Core Walls Reviewed

    R. Tokunaga, T. Nakachi

    Proceedings of the 15th World Conference on Earthquake Engineering, Paper No.1240   2012.9

  • Compressive Properties of Panels in Reinforced Concrete Core Walls Reviewed

    N. Minami, T. Nakachi

    Proceedings of the 15th World Conference on Earthquake Engineering, Paper No.1779   2012.9

  • FINITE ELEMENT ANALYSIS ON REINFORCED CONCRETE WALLS ENHANCED BY TRANSVERSE CONFINING STEEL

    N. MINAMI, T. NAKACHI

    Memoirs of Fukui University of Technology   38   179 - 184   2008.3

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Teaching Experience

  • Structural Mechanics Ⅰ

    Institution：Fukui University of Technology

  • Structural Mechanics Ⅱ

    Institution：Fukui University of Technology

  • Advanced Reinforced Concrete

    Institution：Fukui University of Technology

  • Research for Graduation

    Institution：Fukui University of Technology